20040393 Ver 2_Appendix 11_20150924

APPENDIX 11
2014 CPE -NC VIBRACORE LOGS

ELEV. DEPTH
O
w
Boring Designation DCVC -14 -01
DIVISION
INSTALLATION SHEET 1
DRILLING LOG
-58.7 0.0
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
-60.8 2.1
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -01 X = 3,020,303 Y = 839,465
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
trace silt, (3.0'x0.25 ") & (1.0'x0.25 ") pockets of
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
-68.6 9.9
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -22 -14 12:30 07 -22 -14 12:37
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -58.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 19.1 Ft.
whole shell, shell fragments up to 1.0 ", whole
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 19.1 Ft.
LC
ELEV. DEPTH
O
w
CLASSIFICATION OF MATERIALS
(ft) (ft)
0
Lu
Depths and elevations based on measured values REC.
-58.7 0.0
SAND, fine grained, quartz, trace shell
• . •
fragments, trace shell hash, trace silt, shell
fragments up to 1.25 ", (2.0 "x1.5 ") whole shell
-60.8 2.1
@ 1.1', light yellowish brown (2.5Y -6/3), (SP).
SAND, fine grained, quartz, trace shell hash,
trace silt, trace whole shell, whole shells up to
0.5 ", grayish brown (2.5Y -5/2), (SP).
-64.2 5.5
SAND, fine grained, quartz, trace shell hash,
trace silt, (3.0'x0.25 ") & (1.0'x0.25 ") pockets of
clay @ 9.4', grain size increases with depth,
dark gray (5Y -4/1), (SP).
-68.6 9.9
_
-69.3 10.6
SAND, medium grained, quartz, some shell
hash, little shell fragments, trace silt, trace -
whole shell, shell fragments up to 1.0 ", whole
shells up to (1.0'x0.5 "), (5.0 "x1.0 ") pocket of
clay @ 10.1', (2.0'W.25") shell fragment @
10.3', (3.0'W.25") pocket of clay @ 10.6', light
brownish gray (2.5Y -6/2), (SW).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
N
whole shell, shell fragments up to (2.0'W.25"),
F -
whole shells up to 1.0 ", (2.25 "x1.5 ") shell
fragment @ 10.8', Expansion from 16.7' to
19.1', dark gray (5Y -4/1), (SP).
0
w...
77.8 19.1
N _
End of Boring
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0'
CL
X2 REMARKS
my
Sample #1, Depth = 0.8'
1 Mean (mm): 0.34, Phi Sorting: 0.74
Fines (230):1.14% (SP)
Sample #2, Depth = 3.7'
2 Mean (mm): 0.37, Phi Sorting: 0.75
Fines (230): 0.87% (SP)
Sample #3, Depth = 75
3 Mean (mm): 0.22, Phi Sorting: 0.54
Fines (230):1.35% (SP)
Sample #4, Depth = 10.3'
4 Mean (mm): 0.55, Phi Sorting: 1.56
Fines (230):1.49% (SW)
Sample #5, Depth = 14.0'
5 Mean (mm): 0.17, Phi Sorting: 0.54
Fines (230): 3.29% (SP)
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -02
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
W
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
my
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -02
X = 3,019,888 Y = 841,618
0
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
fragments up to 0.5 ", (11.0'W.75") whole shell
1
Mean (mm): 0.36, Phi Sorting: 0.67
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
Fines (230): 0.78% (SP)
® VERTICAL
i VERTICAL i
1.1', grayish brown (2.5Y -5/2), (SP).
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -22 -14 13:34 07 -22 -14 13:38
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -53.3 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 15.1 Ft.
Mean (mm): 0.50, Phi Sorting: 0.77
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
15.1 Ft.
Fines (230): 0.61 % (SP)
Sample #3, Depth = 4.7'
KM
ELEV. DEPTH
(ft) (ft)
O
w
W
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL
OQ
REMARKS
-53.3 0.0
J
my
0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
Sample #1, Depth = 1.7'
fragments up to 0.5 ", (11.0'W.75") whole shell
1
Mean (mm): 0.36, Phi Sorting: 0.67
@ 1.2', (3.0 "x1.0 ") medium grained pocket @
Fines (230): 0.78% (SP)
1.1', grayish brown (2.5Y -5/2), (SP).
-56.8 3.5
SAND, medium grained, quartz, trace shell
Sample #2, Depth = 4.0'
-57.8 4.5
fragments, trace shell hash, trace silt, shell
2
Mean (mm): 0.50, Phi Sorting: 0.77
-58.3 5.0
. ° ::.
fragments up to 0.75 ", (11.0'W.75") whole shells r
3
Fines (230): 0.61 % (SP)
Sample #3, Depth = 4.7'
-5
-59.1 5.8
IXC(k3.7'& 4.3', Ii ht olive brown (2.5Y -5/3), (SP)./f
AND, fine grained, ned, quartz, trace shell hash,
2
Mean (mm): 0.32, Phi Sorting: 0.63
-60.1 6.8
trace silt, .grayish brown (2.5Y -5/2), (SP). I
SAND, medium grained, quartz, trace shell _
1
Fines (230):1.06% (SP)
60.9 7.g
'.'.'
fragments, trace shell hash, trace silt, shell
2
fragments up to 0.5 ", light olive brown
-61.5 8.2
(2.5Y -5/3), (SP).
3
SAND, fine grained, quartz, trace shell
• • •
fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", grayish brown (2.5Y -5/2),
2
_
(SP).
-10
-63.9 10.6
.::.
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
• .
I fragments up to (1.25 "x1.0 "), light olive brown I
(2.5Y -5/3), (SP).
SAND, fine grained, quartz, trace shell
Sample #4, Depth = 12.5'
fragments, trace shell hash, trace silt, shell
4
Mean (mm): 0.26, Phi Sorting: 0.71
fragments up to 0.5 ", grayish brown (2.5Y -5/2),
Fines (230):1.21% (SP)
(SP).
_
SAND, medium grained, quartz, trace shell
-68.4 _ 15.1
fragments, trace shell hash, trace silt, shell
-
-15
o
fragments up to (1.0' x0.75 "), (2.5x0.75 ") shell
fragment @ 9.9', light olive brown (2.5Y -5/3),
(SP).
0
SAND, fine grained, quartz, trace shell
a
fragments, trace shell hash, trace silt, shell
o
fragments up to 0.5 ", (1.25 "x1.0 ") whole shell
@ 12.6', Expansion from 14.3' to 15.1', grayish
a
brown (2.5Y -5/2), (SP).
N _
End of Boring
-20
U
X
¢1
O
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O
K
a
-
w -
0
-
a
O
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� SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
25
JUN 02
JUN 04

O
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
Boring Designation DCVC -14 -03
Depths and elevations based on measured values REC.
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
°
hash, trace silt, trace whole shell, shell
I
(1.0'x0.5 "), (0.75 "x3.0") pocket of fine gravel @
0.1', (2.5 "x1.75 ") shell fragment @ 2.7', light
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -03 X = 3,018,175 Y = 840,247
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
trace silt, (1.0 "x3.0) medium grained pocket @
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
SAND, fine grained, quartz, trace shell
_
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
0
@ 13.5', Expansion from 18.9' to 19.4', gray
® VERTICAL i VERTICAL i
(2.5Y -5/1), (SP).
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -22 -14 14:29 07 -22 -14 02:34
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -60.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 19.4 Ft.
X
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 19.4 Ft.
0
a
LC
O
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
(ft) (ft) t9
A
Depths and elevations based on measured values REC.
-60.9 0.0
SAND, medium grained, quartz, trace shell
°
hash, trace silt, trace whole shell, shell
fragments up to 2.0 ", whole shells up to
(1.0'x0.5 "), (0.75 "x3.0") pocket of fine gravel @
0.1', (2.5 "x1.75 ") shell fragment @ 2.7', light
olive brown (2.5Y -5/3), (SW).
-66.0 _ 5.1
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to (1.0'x0.25 "), (1.0 "x0.75 ") whole
-68.1 7.2
shells @ 5.8'& 6.8', (3.0 "x2.0") whole shell @
6.0', grayish brown (2.5Y -5/2), (SP). r
SAND, fine grained, quartz, trace shell hash,
trace silt, (1.0 "x3.0) medium grained pocket @
8.5, (1.0 "x0.25 ") shell fragment @ 10.8', 0.75"
shell fragment @ 10.8', (2.0 "x3.0 ') medium
_
grained pocket @ 11.1', gray (2.5Y -5/1), (SP).
-72.1 11.2
SAND, fine grained, quartz, trace shell
_
fragments, trace shell hash, trace silt, shell
o
fragments up to 2.0 ", (15x0.75 ") whole shell
0
@ 13.5', Expansion from 18.9' to 19.4', gray
•
o
(2.5Y -5/1), (SP).
. .
K
a
LU
80.3 19.4
0
N
-
End of Boring
X
0
0
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0'
CL
X2 REMARKS
IOy
Sample #1, Depth = 2.3'
1 Mean (mm): 0.66, Phi Sorting: 1.20
Fines (230): 0.70% (SW)
Sample #2, Depth = 6.0'
2 Mean (mm): 0.32, Phi Sorting: 0.70
Fines (230): 0.78% (SP)
Sample #3, Depth = 9.0'
3 Mean (mm): 0.20, Phi Sorting: 0.60
Fines (230):1.97% (SP)
Sample #4, Depth = 13.0'
4 Mean (mm): 0.19, Phi Sorting: 0.82
Fines (230): 4.78% (SP)
0
-5
-10
-15
-20
25

O
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
Boring Designation DCVC -14 -04
Depths and elevations based on measured values REC.
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
fragments, trace shell hash, trace silt, shell
I
°
2.5Y -4/1 up to (3.0 "x1.0" ), trace coarse grained
pockets up to (3.0 "x1.0" ), grayish brown
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
-57.2 8.5
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -04 X = 3,019,454 Y = 843,891
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
whole shell, shell fragments up to (11.0'W.5"),
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
°
fragments, trace silt, (1.5 "x0.5 ") shell fragment
N 63.6 14.9 > ° °
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
trace silt, 0.5" coarse grained pocket @ 16.4',
® VERTICAL i VERTICAL i
Expansion from 15.0' to 16.5', grayish brown
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -22 -14 15:33 07 -22 -14 15:40
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -48.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 16.5 Ft.
X
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 16.5 Ft.
cn -
O
K
a
LC
O
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
(ft) (ft) t9
Depths and elevations based on measured values REC.
-48.7 0.0
°
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to (11.25'W.5"), trace pockets of
°
2.5Y -4/1 up to (3.0 "x1.0" ), trace coarse grained
pockets up to (3.0 "x1.0" ), grayish brown
_
(2.5Y -5/2), (SW).
-55.9 7.2
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
-57.2 8.5
fragments up to 0.75 ", grayish brown
(2.5Y -5/2), (SP).
-
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (11.0'W.5"),
whole shells up to 1.0 ", 3.0" coarse grained
• • •
pocket @ 11.4', grayish brown (2.5Y -5/2), (SP).
-62.0 13.3
°
SAND, medium grained, quartz, trace shell
°
fragments, trace silt, (1.5 "x0.5 ") shell fragment
N 63.6 14.9 > ° °
at 14.0', grayish brown (2.5Y -5/2), (SW).
F -
SAND, fine grained, quartz, trace shell hash,
trace silt, 0.5" coarse grained pocket @ 16.4',
-65.2 16.5 • • •
Expansion from 15.0' to 16.5', grayish brown
0
(2.5Y -5/2), (SP). l
a
w
°
J -
End of Boring
a
v
0
N _
U
X
ca
O
cn -
O
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a
w
°
a
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0'
CL
X2 REMARKS
IOy
Sample #1, Depth = 4.0'
1 Mean (mm): 0.47, Phi Sorting: 0.86
Fines (230): 0.67% (SW)
Sample #2, Depth = 7.8'
2 Mean (mm): 0.47, Phi Sorting: 0.84
Fines (230): 0.60% (SP)
Sample #3, Depth = 11.0'
3 Mean (mm): 0.40, Phi Sorting: 0.74
Fines (230): 0.57% (SP)
Sample #4, Depth = 14.0'
4 Mean (mm): 0.58, Phi Sorting: 0.92
Fines (230): 0.70% (SW)
3
0
-5
-10
-15
-20
25

Boring Designation DCVC -14 -05
DIVISION INSTALLATION I SHEET 1
DRILLING LOG OF 1 SHEETS
1. PROJECT 9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search 10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -05 X = 3,020,660 Y = 847,624 Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO. I DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES
American Vibracore Services, Inc.
4. NAME OF DRILLER
O
w
0
13.
TOTAL NUMBER CORE BOXES
Brian McCord
J
IOy
-50.3 0.6
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
fragments, trace shell hash, trace silt, shell
Mean (mm): 0.54, Phi Sorting: 0.98
® VERTICAL
i VERTICAL i
fragments up to (1.25'x0.5 "), (1.5 "x1.25 ") shell
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -22 -14 18:10 07 -22 -14 18:15
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -49.7 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 17.5 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
17.5 Ft.
0.9', aravish brown (2.5Y -5/2), (SP). I
KM
ELEV. DEPTH
(ft) (ft)
O
w
0
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL REMARKS
OQ
-49.7 0.0
J
IOy
-50.3 0.6
SAND, medium grained, quartz, trace shell
1 Sample ;7'i, Ueptn = U.3'
fragments, trace shell hash, trace silt, shell
Mean (mm): 0.54, Phi Sorting: 0.98
fragments up to (1.25'x0.5 "), (1.5 "x1.25 ") shell
Fines (230): 0.46% (SW)
fragment @ 0.2% light olive brown (2.5Y -5/3),
2 Sample #2, Depth = 1.5'
-52.1 2.4
(SW).
Mean (mm): 0.52, Phi Sorting: 0.76
SAND, medium grained, quartz, trace shell r
Fines (230): 0.87% (SP)
hash, trace silt, (1.25x0.75 ") shell fragment @
0.9', aravish brown (2.5Y -5/2), (SP). I
-
SAND, fine grained, quartz, trace shell
Sample #3, Depth = 5.5'
fragments, trace shell hash, trace silt, shell
",
3 Mean (mm): 0.31, Phi Sorting: 0.58
fragments up to 0.75 3.0" medium grained
Fines (230):1.02% (SP)
pocket @ 7.2', grayish brown (2.5Y -5/2), (SP).
-59.0 9.3
SAND, medium grained, quartz, trace shell
2
59.9 - 10.2
hash, trace silt, 0.5" whole shell and shell
1 fragment @ 9.6', grayish brown (2.5Y -5/2),
Sample #4, Depth = 11.0'
(SP).
SAND, fine grained, quartz, trace shell
4 Mean (mm): 0.30, Phi Sorting: 0.65
-61.9 12.2
.'
fragments, trace silt, shell fragments up to 0.5 ",
Fines (230): 0.80% (SP)
whole shell @ 10.8', (3.0 "x1.0 ") medium r
2
-62.8 13.1
10.5"
grained pocket @ 11.5', grayish brown I
(2.5Y -5/2� (SP).
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
_
fragments up to (1.0'x0.5 "), 1.0" whole shell @
13.1', lavish brown (2.5Y -5/2), (SP .
SAND, fine grained, quartz, trace shell
4
. ,
fragments, trace shell hash, trace silt, trace
66.8 17.1
whole shell, shell fragments & whole shells up
o -67 9 175
to 0.75", pravish brown (2.5Y -5/2), (SP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 1.0 ", Bit Sample from 17.1' to
17.5', Expansion from 15.0' to 17.5', dark gray
N
(2.5Y -4/1), (SP).
U
X
End of Boring
ca
O
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O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

N End of Boring
0
0
ai -
U
0
a
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J -
a
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0
N _
U
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ca
O
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O
K
a
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0
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O
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SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -06
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -06
X = 3,019,434 Y = 849,130
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -23 -14 07:52 07 -23 -14 08:00
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16. ELEVATION TOP OF BORING -58.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.9 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
11.9 Ft.
LC
O
-W
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-58.3 0.0
0am
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
Sample #1, Depth = 1.2'
fragments up to 0.5 ", (3.25 "x1.75 ") shell
1 Mean (mm): 0.36, Phi Sorting: 0.85
fragment @ 1.5', grayish brown (2.5Y -5/2),
Fines (230): 0.98% (SP)
-60.7 2.4 .' '
(SP).
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 4.0'
fragments, trace shell hash, trace silt, shell
2 Mean (mm): 0.24, Phi Sorting: 0.76
fragments up to 1.5 ", gray (2.5Y -5/1), (SP).
Fines (230):1.16% (SP)
-63.7 - 5.4
SAND, fine grained, quartz, trace shell hash,
Sample #3, Depth = 7.2'
trace silt, dark gray (2.5Y -4/1), (SP).
3 Mean (mm): 0.22, Phi Sorting: 0.58
Fines (230):1.07% (SP)
-67.0 8.7
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
2
-68.2 9.9
-
fragments up to (1.0'x0.25 "), dark gray
(2.5Y -4/1), JSP).
SAND, fine grained, quartz, trace shell hash,
3
trace silt, (0.5 "x3.0) pocket of shell fragments
-70.2 11.9
up to 0.5" @ 11.3', (1.0'x0.75 ") whole shell @
11.8', 0.25" whole shell @ 11.8', Bit Sample
I
from 11.8' to 11.9', Expansion from 11.7' to
11.9', dark gray (2.5Y -4/1), (SP).
N End of Boring
0
0
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0
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0
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O
K
a
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0
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

End of Boring
s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
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0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -07
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -07
X = 3,021,099 Y = 850,596
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -23 -14 08:32 07 -23 -14 08:37
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -61.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.4 Ft.
KM
O
--
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W
Depths and elevations based on measured values REC. OQ
-61.1 0.0 J
my
SAND, fine grained, quartz, trace shell
• • •
fragments, trace shell hash, trace silt, shell
Sample #1, Depth = 3.3'
fragments up to 0.75 ", top of core 0.0' to 0.4' -
1 Mean (mm): 0.26, Phi Sorting: 0.57
disturbed sample fell from pipe, grayish brown
Fines (230): 0.62% (SP)
(2.5Y -5/2), (SP).
-67.7 6.6
Sample #2, Depth = 6.8'
-68.2 7.1 o `
SAND, medium grained, quartz, trace shell
2 Mean (mm): 0.63, Phi Sorting: 1.11
fragments, trace shell hash, trace silt, shell
i t'
Fines (230): 0.65% (SW)
fragments up to (1.25' x0.75 "), (2.0 "x1 shell
fragment @ 6.8', light olive brown (2.5Y -5/3),
Sample #3, Depth = 8.7'
f SW).
3 Mean (mm): 0.22, Phi Sorting: 0.46
SAND, fine grained, quartz, trace shell hash,
Fines (230):1.48% (SP)
trace silt, (1.75 "x0.75 ") shell fragment @ 97,
-71.5 10.4
Expansion from 9.4' to 10.4', olive gray
(5Y -4/2). (SP).
l
End of Boring
s
0
0
ai
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0
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O
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a
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0
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SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

O
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS %
Boring Designation DCVC -14 -08
Depths and elevations based on measured values REC.
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
fragments, trace shell hash, trace silt, shell
I
shell @ 0.6', 1.0" whole shell @ 3.9', dark
grayish brown (2.5Y -4/2), (SP).
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
-68.7 6.2
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -08 X = 3,022,739 Y = 852,074
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
(5Y -5/2), (SW).
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
(1.5"x1.25")
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
Sample from 12.9' to 13.2', gray (2.5Y -5/1),
® VERTICAL i VERTICAL i
(SP -SM).
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -23 -14 09:13 07 -23 -14 09:20
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -62.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 13.2 Ft.
a
v
0
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 13.2 Ft.
x
Bp
O
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS %
(ft) (ft) 0
Lu
Depths and elevations based on measured values REC.
-62.5 0.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to (1.0 ")2.0 "), (0.75 "x0.5 ") whole
shell @ 0.6', 1.0" whole shell @ 3.9', dark
grayish brown (2.5Y -4/2), (SP).
-66.4 3.9
SAND, fine grained, quartz, trace shell
_
fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", (2.5 "x1.0 ") shell fragment
-68.7 6.2
@ 4.3', dark gray (5Y -4/1), (SP).
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to (15x0.75 "), olive gray
-70.7 8.2
(5Y -5/2), (SW).
SAND, fine grained, quartz, trace shell
. . ° ,
fragments, trace shell hash, trace silt, shell
fragments up to 15, (1.5 "x1.0 ") shell fragment
-72.9 10.4
@ 85, (0.75 "x0.25 ") shell fragment @ 8.8',
(1.5"x1.25")
hells(p, 9.8- & 10.2m arav ((5Y -5/0), JSPl.
SAND,
fine grained, quartz, trace shell hash,
trace silt, (1.0 "x0.5 ") silty pocket @ 12.8', Bit
Sample from 12.9' to 13.2', gray (2.5Y -5/1),
-75.7 13.2
(SP -SM).
N
End of Boring
0
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0
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O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0'
O
4
M(4
REMARKS
0
Sample #1, Depth = 1.8'
1 Mean (mm): 0.31, Phi Sorting: 0.67
Fines (230): 0.72% (SP)
Sample #2, Depth = 5.1'
2 Mean (mm): 0.20, Phi Sorting: 0.49 -5
Fines (230): 0.88% (SP)
Sample #3, Depth = 7.3'
3 Mean (mm): 0.57, Phi Sorting: 2.08
Fines (230): 0.74% (SW)
Sample #4, Depth = 9.3'
4 Mean (mm): 0.19, Phi Sorting: 0.59
Fines (230): 2.00% (SP) -10
Sample #5, Depth = 11.5'
5 Mean (mm): 0.17, Phi Sorting: 0.56
Fines (230): 6.59% (SP -SM)
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -09
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
W
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
mn
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -09
X = 3,017,324 Y = 844,722
fragments, trace shell hash, trace silt, shell
"x1.0 "),
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
°
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
(2.5Y -5/3), (SW).
13.
TOTAL NUMBER CORE BOXES
Brian McCord
0°
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
Mean (mm): 0.40, Phi Sorting: 0.80
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -23 -14 10:21 07 -23 -14 10:25
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -57.2 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 14.1 Ft.
3
Mean (mm): 0.29, Phi Sorting: 0.60
Fines (230): 0.99% (SP)
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
14.1 Ft.
KM
ELEV. DEPTH
(ft) (ft)
O
w
W
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL
OQ
REMARKS
-57.2 0.0
mn
SAND, medium grained, quartz, little shell
Sample #1, Depth = 3.5'
fragments, trace shell hash, trace silt, shell
"x1.0 "),
1
Mean (mm): 0.78, Phi Sorting: 1.28
°
fragments up to (1.5 light olive brown
Fines (230): 0.47% (SW)
(2.5Y -5/3), (SW).
-64.2 7.0
0°
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 7.7'
fragments, trace shell hash, trace silt, shell
2
Mean (mm): 0.40, Phi Sorting: 0.80
-65.7 8.5
fragments up to 0.75 ", 1.25" shell fragment @
Fines (230): 1.11 % (SP)
\ 8.0' liaht olive brown (2.5Y -5/3). (SP). T
Sample #3, Depth = 9.3'
SAt D, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
3
Mean (mm): 0.29, Phi Sorting: 0.60
Fines (230): 0.99% (SP)
67.4 - 10.2
fragments up to 0.5 ", (1.5 "x1.0 ') shell fragment
9.3', gravish brown (2.5Y -5/2). (SP I. /
°
° • •
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
2
-69.7 12.5
' •
fragments up to 0.5 ", 0.75" shell fragment @
12.3', 0.5" whole shell @ 10.4', light olive brown
Sample #4, Depth = 13.3'
(2.5Y -5/3), (SP).
SAND, fine grained, quartz, trace shell
4
Mean (mm): 0.26, Phi Sorting: 0.66
71.3 _ 14.1
fragments, trace shell hash, trace silt, shell _
Fines (230): 2.96% (SP)
N
fragments up to 0.75 ", 2 (0.5 ") silty pockets @
-
12.9', (2.0 "x1.0 ") silty pocket @ 13.8',
o
(2.0 "x1.0 ") shell fragment @ 14.1', Bit Sample
�?
from 14.0' to 14.1', Expansion from 13.7' to
0
14.1', olive arav (5Y -5/2), (SP).
K
a
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End of Boring
a
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ca
O
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O
K
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O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

Sample #1, Depth = 4.0'
1 Mean (mm): 0.23, Phi Sorting: 0.50
Fines (230): 0.70% (SP)
Sample #2, Depth = 8.7'
2 Mean (mm): 0.37, Phi Sorting: 1.51
Fines (230): 0.71% (SW)
Sample #3, Depth = 11.9'
3 Mean (mm): 0.22, Phi Sorting: 0.41
Fines (230): 0.80% (SP)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
Boring Designation DCVC -14 -10
fragments up to 0.75 ", olive gray (5Y -5/2), (SP).
DIVISION
INSTALLATION
SHEET 1
fragments, trace shell hash, trace silt, shell
DRILLING LOG
fragments up to 1.0 ", 0.75" whole shell @ 8.1',
1.0" whole shell @ 8.2', olive gray (5Y -5/2), I
I
(SW).
SAND, fine grained, quartz, trace shell hash,
• • •
trace silt, Bit Sample from 15.0' to 15.1',
OF 1 SHEETS
1.
PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2.
BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -10 X=3,021,257 Y = 852,010
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3.
DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4.
NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5.
DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -23 -14 11:24 07 -23 -14 11:29
6,
THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -60.6 Ft.
7.
DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 15.1 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6.
TOTAL DEPTH OF BORING 15.1 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
606 00 I
0(4
Sample #1, Depth = 4.0'
1 Mean (mm): 0.23, Phi Sorting: 0.50
Fines (230): 0.70% (SP)
Sample #2, Depth = 8.7'
2 Mean (mm): 0.37, Phi Sorting: 1.51
Fines (230): 0.71% (SW)
Sample #3, Depth = 11.9'
3 Mean (mm): 0.22, Phi Sorting: 0.41
Fines (230): 0.80% (SP)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.75 ", olive gray (5Y -5/2), (SP).
-68.6 8.0
SAND, fine grained, quartz, trace shell
-69.6 9.0
fragments, trace shell hash, trace silt, shell
fragments up to 1.0 ", 0.75" whole shell @ 8.1',
1.0" whole shell @ 8.2', olive gray (5Y -5/2), I
(SW).
SAND, fine grained, quartz, trace shell hash,
• • •
trace silt, Bit Sample from 15.0' to 15.1',
Expansion from 13.6' to 15.1', gray (5Y -5/1),
(SP).
-75.7 _ 15.1
0
o
End of Boring
U
0
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K
a
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0
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O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
Sample #1, Depth = 4.0'
1 Mean (mm): 0.23, Phi Sorting: 0.50
Fines (230): 0.70% (SP)
Sample #2, Depth = 8.7'
2 Mean (mm): 0.37, Phi Sorting: 1.51
Fines (230): 0.71% (SW)
Sample #3, Depth = 11.9'
3 Mean (mm): 0.22, Phi Sorting: 0.41
Fines (230): 0.80% (SP)
0
-5
-10
-15
-20
25

End of Boring
N
0
0
ai -
U
0
a
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a
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O
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O
K
a
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0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -11
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -11
X = 3,018,262 Y = 852,082
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -23 -14 12:10 07 -23 -14 12:14
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -58.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 12.8 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 12.8 Ft.
KM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-58.8 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
"),
Sample #1, Depth = 2.8'
whole shell, shell fragments up to (0.75 x0.5
",
1 Mean (mm): 0.330 Phi Sorting: 0.77
whole shells up to 0.75 (2.0'W.75") shell
")
Fines (230): 0.77 (SP)
/o
fragment @ 2.6', 2 (1.25 shell fragments @
3.4', grayish brown (2.5Y -5/2), (SP).
-64.2 - 5.4
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
Sample #2, Depth = 8.0'
fragments up to 0.75 ", (1.25 "x0.5 ") shell
2 Mean (mm): 0.32, Phi Sorting: 0.75
fragment @ 9.0', 0.5" silty pocket @ 10.3', dark
Fines (230): 0.90% (SP)
grayish brown (2.5Y -4/2), (SP).
-69.6 10.8
SAND, fine grained, quartz, trace shell hash,
trace silt, (0.75 "x0.5 ") whole shell @ 11.6', 0.5"
Sample #3, Depth = 11.8'
whole shell @ 11.8', (1.5 "x1.0 ") shell fragment
3 Mean (mm): 0.24, Phi Sorting: 0.64
-71.6 12.8 .'.'.
@ 12.0', Expansion from 11.3' to 12.8', dark
Fines (230): 0.91% (SP)
\
orav(5Y -4/1). (SP).
l
End of Boring
N
0
0
ai -
U
0
a
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J -
a
v
0
N _
U
X
ca
O
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O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -12
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
W
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
mn
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -12
X = 3,018,502 Y = 853,553
fragments, trace shell hash, trace silt, shell
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
0
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
1 (2.5Y -5/3), (SW).
13.
TOTAL NUMBER CORE BOXES
Brian McCord
'-
SAND, fine grained, quartz, trace shell
1
Mean (mm): 0.36, Phi Sorting: 1.01
-58.2 2.7
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
0
® VERTICAL
i VERTICAL i
Sample #3, Depth = 3.4'
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -23 -14 13:07 07 -23 -14 13:11
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -55.5 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 14.3 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
14.3 Ft.
KM
ELEV. DEPTH
(ft) (ft)
O
w
W
CLASSIFICATION OF MATERIALS %
Depths elevations based on measured values REC.
-W
XIL
OQ
REMARKS
-55.5 0.0
and
mn
SAND, medium grained, quartz, some shell
1
Sample �'i, Ueptn = U.4'
-56.4 0.9
fragments, trace shell hash, trace silt, shell
Mean (mm): 0.81, Phi Sorting: 1.78
0
fragments up to (1.75 "x1.0 "), light olive brown
Fines (230): 0.89% (SW)
-57.6 2.1
00 <
1 (2.5Y -5/3), (SW).
2
Sample #2, Depth = 1.6'
'-
SAND, fine grained, quartz, trace shell
1
Mean (mm): 0.36, Phi Sorting: 1.01
-58.2 2.7
_
fragments, trace shell hash, trace silt, shell
Fines (230): 0.85% (SW)
0
fragments up to (1.25 "x1.0 "), olive (5Y -5/3),
Sample #3, Depth = 3.4'
0j
I �SW).
3
Mean (mm): 0.33, Phi Sorting: 0.99
-59.8 4.3
>° °
SAND, medium grained, quartz, some shell
Fines (230): 0.85% (SW)
fragments, trace shell hash, trace silt, shell
-
.'.'.
fragments up to (1.5 "x1.0 "), light olive brown
(2.5Y -5/3), (SW).
SAND, fine grained, quartz, trace shell hash,
trace silt, (1.25x0.75 ") rock fragment @ 3.4',
pravish brown (2.5Y -5/2), (SW .
SAND, fine grained, quartz, traces ell
fragments, trace shell hash, trace silt, trace
Sample #4, Depth = 8.7'
whole shell, shell fragments up to (1.5 "x1.0"),
4
Mean (mm): 0.25, Phi Sorting: 0.52
whole shells up to 1.0 ", (2.25 "x0.75 ") shell
Fines (230): 0.88% (SP)
fragment at 6.8', (2.25 "x1.25 ") shell fragment @
_
7.8', 2 (2.0 ") medium grained pockets @ 4.7' &
11.2', (2.0 "x0.25 ") silty pocket @ 11.5', grayish
brown (2.5Y -5/2), (SP).
-67.8 12.3
.'
•. •
SAND, fine grained, quartz, trace shell hash,
Sample e #5,
, #5 =
Depth 13.3'
trace silt, Bit Sample from 14.1' to 14.3',
5
Mean 0.21, Phi Sorting: 0.61
Expansion from 12.4' to 14.3', gray (5Y -5/1),
Fines (mm): 1.32% (SP)
-69.8 14.3
.'.'.
(SP).
N
I� -
o
End of Boring
0 -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -13
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
Sample #1, Depth = 2.1'
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -13
X=3,017,110 Y = 855,004
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
fragments @ 6.6'& 6.9', dark gray (5Y -4/1),
Fines (230):1.32% (SP)
(SP).
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
Clayey SAND, fine grained, quartz, little shell
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -23 -14 14:00 07 -23 -14 14:07
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -60.9 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 14.5 Ft.
whole shell, shell fragments up to 0.5 ", whole
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
20.0 Ft.
I fragments @ 9.3', (1.5'x0.75 ") shell fragment r
TM
O
ELEV. DEPTH w
(ft) (ft) 0
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL REMARKS
OQ
-60.9 0.0 J
my
SAND, fine grained, quartz, little shell
Sample #1, Depth = 2.1'
fragments, trace shell hash, trace silt, trace
",
1 Mean (mm): 0.30, Phi Sorting: 0.79
whole shell, shell fragments up to 2.0 whole
",
Fines (mm): 0.65% (SP)
shells up to 1.0 olive gray (5Y -4/2), (SP).
-64.6 3.7
SAND, fine grained, quartz, trace shell
- .'.'.
fragments, trace shell hash, trace silt, shell
Sample #2, Depth = 5.5'
fragments up to 0.5 ", (1.0 "x0.5 ") shell
2 Mean (mm): 0.22, Phi Sorting: 0.84
fragments @ 6.6'& 6.9', dark gray (5Y -4/1),
Fines (230):1.32% (SP)
(SP).
-68.0 7.1
%
Clayey SAND, fine grained, quartz, little shell
68.8. 7.9
fragments, trace shell hash, trace whole shell,
Ishell fragments up to 1.5 ", whole shells up to
1.0 ", very dark qrav (5Y -3/1), (SC).
Sample #3, Depth = 8.8'
SAND, fine grained, quartz, trace shell
3 Mean (mm): 0.20, Phi Sorting: 0.58
fragments, trace shell hash, trace silt, trace
Fines (230): 3.96% (SP)
-71.3 10.4
whole shell, shell fragments up to 0.5 ", whole
-72.0 11.1
shells up to 0.25 ", 1.0" pocket of shell f
I fragments @ 9.3', (1.5'x0.75 ") shell fragment r
72.6 11.7
10.3', dark Rjav {5Y -4/1), f SP). I
Silty AND, fine grained, quartz, {race shell
fragments, trace shell hash, shell fragments up
to 0.25 ", very dark qrav (5Y -3/1), (SM).
Silty SAND, fine grained, quartz, some shell
r -75.4 14.5
fragments, little whole shell, trace shell hash,
N
shell fragments up to 1.5 ", whole shells up to -
-
3.0 ", very dark grav f 5Y -3/1), f SM).
SAND, fine
Silty grained, quartz, trace shell
fragments, trace shell hash, shell fragments up
0
to 0.25 ", very dark qrav (5Y -3/1), (SM).
W
No Recovery.
0
J -
a
0 -
v
N -80.9 20.0
U
X'
End of Boring
m
O
0
a
w
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -14
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
SAND, fine grained, quartz, trace shell
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -14
X = 3,014,994 Y = 855,763
whole shell, shell fragments up to (1.75 "x1.25 "),
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
whole shells up to (0.75 '4.5 "), 0.2' medium
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
Sample #5, Depth = 4.1'
-65.5 4.3 7W1'
Clayey SAND, fine grained, quartz, trace shell _
5
Mean (mm): 0.33, Phi Sorting: 1.04
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
whole shell, shell fragments up to (11.26'4.75"),
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i
75.
DATE BORING 07 -23 -14 14:43 07 -23 -14 14:46
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -61.2 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 17.9 Ft.
Sample #3, Depth = 7.9'
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
20.0 Ft.
Bp
O
ELEV. DEPTH w
(ft) (ft) 0
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL
OQ
REMARKS
-61.2 0.0 J
IOy
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 1.6'
whole shell, shell fragments up to (1.75 "x1.25 "),
1
Mean (mm): 0.28, Phi Sorting: 0.76
whole shells up to (0.75 '4.5 "), 0.2' medium
Fines (230):1.09% (SP)
grained pocket @ 0.7', olive (5Y -5/3), (SP).
-65.1 3.9
Sample #5, Depth = 4.1'
-65.5 4.3 7W1'
Clayey SAND, fine grained, quartz, trace shell _
5
Mean (mm): 0.33, Phi Sorting: 1.04
fragments, trace shell hash, trace silt, trace
Fines (230): 12.71% (SC)
whole shell, shell fragments up to (11.26'4.75"),
2
Sample #2, Depth = 5.4'
whole shells up to (1.0'x0.75 "), (1.75 "x1.25 ")
Mean (mm): 0.41, Phi Sorting: 0.97
-67.5 6.3 > ° °
whole shell @ 4.2', very dark gray (5Y -3/1),
Fines (230): 0.81 % (SW)
(SC).
•'.'.
SAND, fine grained, quartz, trace shell
Sample #3, Depth = 7.9'
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (1.5 "x0.75 "),
3
Mean (mm): 0.240 Phi Sorting: 0.78
whole shells up to (0.5 "4.25 "), light olive brown
Fines (230):1.54% (SP)
-70.4 9.2
(2.5Y -5/3), (SW).
SAND, fine grained, quartz, trace shell
Sample #4, Depth = 9.6'
-71.4 - 10.2
fragments, trace shell hash, trace silt, shell
4
Mean (mm): 0.16, Phi Sorting: 0.62
fragments up to 1.0 ", (0.75x0.5 ") whole shell -
Fines (230): 5.50% (SP -SM)
@ 7.8', (1.75 "4.25 ") pocket of clay @ 8.3', dark
grav(5Y -4/1), (SP).
SAND, fine grained, qua z, trace shell hash,
trace silt, dark gray (5Y -4/1), (SP -SM).
SAND, fine grained, quartz, some silt, trace
shell hash, (2.0 "x1.0 ") pocket of clay @ 16.5',
0.1' pocket of clay @ 16.9', 0.2' pocket of clay
_
@ 17.5', very dark gray (5Y -3/1), (SM).
0
0
a
o -79.1 17.9
J �
No Recovery.
N -81.2 20.0
U
X'
End of Boring
m
O
0
a
w
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -15
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
CLASSIFICATION OF MATERIALS
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
fragments, trace shell hash, trace silt, shell
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -15
X = 2,976,627 Y = 901,314
to 0.25 ", dark olive gray (5Y -3/2), (SM).
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
fragments, trace shell hash, trace whole shell,
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
SAND, fine grained, quartz, little silt, trace shell
13.
TOTAL NUMBER CORE BOXES
Brian McCord
shell fragments up to (1.0'x0.5 "), whole shells
up to 0.5 ", (2.0 "x1.0 ") pocket of clay @ 6.6',
0.5" pocket of clay @ 7.8', (11.0'W.5") pocket of
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i
75.
DATE BORING 07 -23 -14 16:58 07 -23 -14 16:59
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -62.5 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 19.1 Ft.
°
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
20.0 Ft.
j
Bp
O
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
(ft) (ft) 0
Lu
Depths and elevations based on measured values REC.
-62.5 0.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
-63.8 1.3
fragments up to 0.75 ", arav (5Y -5/11. (SPI.
SAND, fine grained, quartz, little silt, trace shell
fragments, trace shell hash, shell fragments up
-
-65.9 3.4
to 0.25 ", dark olive gray (5Y -3/2), (SM).
SAND, fine grained, quartz, little silt, trace shell
fragments, trace shell hash, trace whole shell,
_
shell fragments up to (0.75'W.5"), whole shells
68.3 5.8 ,'
up to 0.5 ", dark gray (5Y -4/1), (SP -SM).
SAND, fine grained, quartz, little silt, trace shell
fragments, trace shell hash, trace whole shell,
shell fragments up to (1.0'x0.5 "), whole shells
up to 0.5 ", (2.0 "x1.0 ") pocket of clay @ 6.6',
0.5" pocket of clay @ 7.8', (11.0'W.5") pocket of
clay @ 8.1', 0.2' medium grained pocket @ 9.3',
-71.9 9.4
dark gray (5Y -4/1), (SP -SM).
Clayey SAND, fine grained, quartz, some silt,
i
trace shell fragments, trace shell hash, shell
jfragments
up to 0.25 ", (1.5 "x1.0 ") shell
fragment @ 14.6', very dark gray (5Y -3/1),
j
(ML -CL).
°
79.1 16.6
°�
j
Sandy CLAY, little shell fragments, little whole
W -80.1 17.6 /
shell, trace shell hash, shell fragments up to
° q
1 (1.5 "x1.0 "), whole shells up to 0.75 ", very dark r
arav (5Y -3/1), (CL). I
¢{
81.6 19.1
SAND, fine grained, quartz, some silt, trace
shell fragments, trace shell hash, shell
N -82.5 20.0
I fragments up to (0.75x0.25 "), dark gray
(5Y -4/1), (SM).
x
No Recoverv.
m
O
End of Boring
0
a
w -
°
a
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0'
CL
X2 REMARKS
C114
Sample Wl, Ueptn = U.1'
1 Mean (mm): 0.20, Phi Sorting: 0.62
Fines (230):1.99% (SP)
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -16
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -16
X = 2,977,577 Y = 902,329
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -23 -14 17:48 07 -23 -14 17:55
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -59.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.3 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 19.9 Ft.
KM
O
--
ELEV. DEPTH w
(ft) (ft) 0
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-59.5 0.0 J
my
..
SAND, fine grained, quartz, trace shell hash,
Sample #1, Depth = 2.6'
e #11, Depth
trace silt, 0.5" whole shell @ 1.3', 0.75" & 1.5"
1 Mean Phi Sorting: 0.62
• ° •
whole shells @ 5.1', 1.0" pocket of shell hash
Fines (mm): 1.70% (SP)
@ 5.1', dark gray (5Y -4/1), (SP).
-64.7 - 5.2
SAND, fine grained, quartz, trace shell hash,
Sample #2, Depth = 6.7'
trace silt, dark gray (5Y -4/1), (SP -SM).
2 Mean (mm): 0.18, Phi Sorting: 0.65
Fines (230): 5.32% (SP -SM)
-67.6 _ 8.1
Sample #3, Depth = 8.5'
-68.2 8.7
SAND, fine grained, quartz, trace shell
3 Mean (mm): 0.24, Phi Sorting: 1.11
fragments, trace shell hash, trace silt, shell
Fines (230): 3.68% (SW)
p
fragments up to 0.5 ", 1.0" clayey pocket @ 8.3',
2
0.5" clayey pocket @ 8.T, dark gray (5Y -4/1),
69.8 - 10.3
JSM.
SAND, fine grainer(, quartz, trace shell hash,
I
trace silt, (3.0 "X2.0") pocket of clay @
dark qrav (5Y -4/1), (SP -SM).
N
F -
No Recovery.
0
0
ai -
U
0
a
w
J -
a
0 -
v
N 79.4 _ 19.9
U
End of Boring
x
0
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

No Recovery
N
0
0
ai -
U
0
a
w
J -
-79.8 18.6
0
End of Boring
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -17
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -17
X = 2,983,063 Y = 903,265
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -24 -14 07:41 07 -24 -14 07:49
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -61.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 10.2 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 18.6 Ft.
BP /SB
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-61.2 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 1.9'
whole shell, shell fragments up to 1.5 ", whole
1 Mean (mm): 0.41, Phi Sorting: 1.07
shells up to 0.5 ", light brownish gray (2.5Y -6/2),
Fines (230): 0.92% (SW)
(SW).
-64.8 3.6 . ° .
SAND, fine grained, quartz, trace shell
3
-65.6 4.4 ::
fragments, trace shell hash, trace silt, shell
Sample #2, Depth = 4.8'
-66.4 - 5.2
fragments up to (05x0.25 "), 0.25" whole shell
2 Mean (mm): 0.22, Phi Sorting: 0.70
I
@ 37, (3.0 "x1.0 ") pocket of clay @ 3.9', dark
-
Fines (230): 0.86% (SP)
grav(5Y -4/1), (SP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments & whole shells up
Sample #3, Depth = 6.4'
to 0.5r olive gray (5Y -5/2), (SP)h
Mean (mm): 0.16, Phi Sorting: 0.65
' . ° , •
SAND, fine grainedd, quartz, traces ell
3
Fines (230): 3.76% (SP)
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (1.5 "x1.0 "),
whole shells up to 0.5 ", (3.0 "x1.0") pocket of
-71.4 - 10.2
clay @ 5.4', silt increases with depth, Bit
I
Sample from 9.4' to 10.2', dark gray (5Y -4/1),
(SP).
No Recovery
N
0
0
ai -
U
0
a
w
J -
-79.8 18.6
0
End of Boring
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Silty SAND, fine grained, quartz, trace shell
hash, 0.1' pocket of clay @ 3.6', black
(5Y- 2.5/1), (SM). -5
-75.5 6.5
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", (15x0.75 ") whole shell
77 9 8 9 @ 8.6', dark gray (5Y -4/1), (SP).
-78.6 9.6 ��� CLAY, trace shell hash, very dark gray (5Y -3/1),
(CL).
Silty SAND, fine grained, quartz, trace shell -10
hash, pocket of shell fragments @ 115, silt _
increases with depth, black (5Y- 2.5/1), (SM).
-80.9 11.9
N CLAY, trace shell fragments, trace shell hash,
- shell fragments up to 1.75 ", 0.5" whole shell @ -15
16.8', black (5Y- 2.5/1), (CL).
0
o j� -87.2 - 18.2 � -
J j Silty SAND, fine grained, quartz, trace shell
-88.2 - 19.2 f j fragments, trace shell hash, shell fragments up -
to 1.0 ", Bit Sample from 18.9' to 19.2', r
N I Expansion from 19.0' to 19.2', very dark gray I -20
> (5Y -3/1), (SM).
X
m
0 End of Boring
0
a
w - -
0
a
O
J
� SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP 25
JUN 02 JUN 04
Boring Designation DCVC -14 -18
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -18
X = 2,980,883 Y = 904,291
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -24 -14 08:37 07 -24 -14 08:40
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -69.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 19.2 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 19.2 Ft.
TM
O
-W
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-69.0 0.0 J
my
0
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 1.6'
o
fragments, trace shell hash, trace silt, shell
",
1 Mean (mm): 0.22, Phi Sorting: 0.89
fragments up to 0.25 medium grained pocket
Fines (230):1.53% (SW)
@ 2.3', dark gray (5Y -4/1), (SW).
-71.6 2.6
Silty SAND, fine grained, quartz, trace shell
hash, 0.1' pocket of clay @ 3.6', black
(5Y- 2.5/1), (SM). -5
-75.5 6.5
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", (15x0.75 ") whole shell
77 9 8 9 @ 8.6', dark gray (5Y -4/1), (SP).
-78.6 9.6 ��� CLAY, trace shell hash, very dark gray (5Y -3/1),
(CL).
Silty SAND, fine grained, quartz, trace shell -10
hash, pocket of shell fragments @ 115, silt _
increases with depth, black (5Y- 2.5/1), (SM).
-80.9 11.9
N CLAY, trace shell fragments, trace shell hash,
- shell fragments up to 1.75 ", 0.5" whole shell @ -15
16.8', black (5Y- 2.5/1), (CL).
0
o j� -87.2 - 18.2 � -
J j Silty SAND, fine grained, quartz, trace shell
-88.2 - 19.2 f j fragments, trace shell hash, shell fragments up -
to 1.0 ", Bit Sample from 18.9' to 19.2', r
N I Expansion from 19.0' to 19.2', very dark gray I -20
> (5Y -3/1), (SM).
X
m
0 End of Boring
0
a
w - -
0
a
O
J
� SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP 25
JUN 02 JUN 04

ELEV. DEPTH
O
w
Boring Designation DCVC -14 -19
(ft) (ft)
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
fragments, trace shell hash, trace silt, trace
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -19 X = 2,978,547 Y = 905,263
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -25 -14 06:59 07 -25 -14 07:03
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -64.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 14.6 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 17.1 Ft.
Bp
ELEV. DEPTH
O
w
CLASSIFICATION OF MATERIALS
(ft) (ft)
t9
A
Depths and elevations based on measured values REC.
-64.3 0.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (0.5 "4.25 "),
whole shells up to 0.5 ", gray (5Y -5/1), (SP).
-68.3 4.0
SAND, fine grained, quartz, trace shell
_
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments & whole shells up
to 0.5 ", (1.5 "x1.25 ") shell fragment @ 5.3', silt
increases with depth, dark gray (5Y -4/1),
-71.2 6.9
(SW -SM).
_
j
CLAY, black (5Y- 2.5/1), (CL).
-75.2 10.9
ORGANICS, black (10YR -2/1), (PT).
-77.1 12.8
SAND, fine grained, quartz, trace shell hash,
trace silt, (2.0 "4.75 ") medium grained pocket
@ 12.9', 0.2' silty pocket @ 13.3', 0.2' medium
78.9 14.6
N
grained pocket @133. ', olive gray (5Y -5/2),
\
°
�i
No Recovery.
U
-81.4 17.1
W
°
End of Boring
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
°
a
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0'
CL
X2 REMARKS
IOy
Sample #1, Depth = 2.0'
1 Mean (mm): 0.18, Phi Sorting: 0.84
Fines (230): 3.45% (SP)
Sample #2, Depth = 5.0'
2 Mean (mm): 0.19, Phi Sorting: 1.31
Fines (230):4.92% (SW -SM)
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -20
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
DEPTH w
(ft) W
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -20
X = 2,977,422 Y = 906,246
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
Sample #2, Depth = 8.0'
70.1
g•4 } !
SAND, medium grained, quartz, some shell
2 Mean (mm): 0.42, Phi Sorting: 2.05
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -26 -14 07:10 07 -26 -14 07:13
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -61.7 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 16.4 Ft.
fragments, trace shell hash, trace whole shell,
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
18.8 Ft.
-73.7
TM
ELEV.
(ft)
O
DEPTH w
(ft) W
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
X� REMARKS
OQ
-61.7
0.0
mn
SAND, fine grained, quartz, trace shell
• • •
fragments, trace shell hash, trace silt, shell
Sample #1, Depth = 4.0'
fragments up to 0.5 ", (1.75'x0.75 ") shell
1 Mean (mm): 0.18, Phi Sorting: 0.65
fragment @ 4.9', 0.2' pocket of clay @ 7.1',
Fines (230): 2.70% (SP)
_ • ° •
dark gray (5Y -4/1), (SP).
-69.4
7.7
Sample #2, Depth = 8.0'
70.1
g•4 } !
SAND, medium grained, quartz, some shell
2 Mean (mm): 0.42, Phi Sorting: 2.05
hash, little shell fragments, trace silt, trace
Fines (230):4.13% (SW -SM)
whole shell, shell fragments up to (1.0 "x1.25 "),
whole shells up to 0.25 ", dark gray (5Y -4/1),
_
(SW -SM).
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace whole shell,
shell fragments up to 0.5 ", whole shells up to
-73.7
12.0
0.25 ", 0.2' pocket of clay @ 10.8', (1.5 "x1.0 ")
/
shell fragment @ 11.0% (1.5 "x1.0") shell
fragment @ 11.6', 0.2' pocket of shell hash @
X
11.9', very dark gray (5Y-3/1), (SM).
Clayey SAND, fine grained, quartz some silt,
trace shell fragments, trace shell hash, shell
fragments up to 0.25 ", (1.5 "x1.0 ") shell
r
- j
fragment @ 14.3', black (5Y- 2.5/1), (ML -CL).
-77.5
15.8
N 78.1
16.4
Silty SAND, fine grained, quartz, some shell
o
hash, little shell fragments, trace whole shell,
Wshell
fragments up to 1.5 ", whole shells up to
I
o
0.25 ", olive arrav (5Y -4/2), (SM).
No Recovery.
-80.5
18.8
o
N
End of Boring
U
_
X
ca
O
cn
O
K
a
-
w
0
-
a
o
_
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -21
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
W
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
_
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -21
X = 2,977,317 Y = 908,221
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
Fines (230): 2.45% (SP)
13.
TOTAL NUMBER CORE BOXES
Brian McCord
shell hash @ 11.4', dark gray (5Y -4/1), (SP).
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
{
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -26 -14 07:56 07 -26 -14 08:02
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -60.7 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 17 Ft.
Sandy CLAY, trace shell fragments, trace shell /
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
20.0 Ft.
TM
ELEV. DEPTH
(ft) (ft)
O
w
W
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
X� REMARKS
OQ
-60.7 0.0
mn
_
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.25 ", whole
Sample #1, Depth = 6.0'
shells up to 0.5 ", 2 (11.0'W.5") shell fragments
1 Mean (mm): 0.19, Phi Sorting: 0.50
@ 8.6', (15x0.5") pocket of clay @ 11.1%
Fines (230): 2.45% (SP)
(2.0 "x0.5 ") pocket of clay @ 12.3', pocket of
shell hash @ 11.4', dark gray (5Y -4/1), (SP).
-73.1 12.4
{
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, shell fragments up
74.8 14.1
to 0.5 ", (1.5 "x1.25 ") whole shell @ 13.8', 0.2'
_
\ shell hash pocket @(112(.5, olive gray (5Y -4/2),
-
Sandy CLAY, trace shell fragments, trace shell /
-76.4 15.7
hash, shell fragments up to 0.25 ", black
(5Y- 2.5/1). (CL). l
77.2 16.5
77 7 17 0
%/
SAND, fine grained, quartz, trace shell -
a
fragments, trace shell hash, shell fragments up -
",
w
to 1.0 1.5" shell fragment @ 16.3', 0.2' pocket
of clav (ci. 16.0' dark grav (5Y -4/1) SW .
CLAY, trace shell fragments, trace shell hash,
trace whole shell, shell fragments & whole
shells up to 1.0 ", Bit Sample from 16.8' to 17.0',
N -80.7 20.0
black f 5Y- 2.5/1), (CL).
No Recoverv. l
x
0
End of Boring
0
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

Sample #1, Depth = 0.8' 0
Mean (mm): 0.43, Phi Sorting: 1.42
Fines (230):1.19% (SW)
-5
-10
-15
-20
25
SAND, medium grained, quartz, trace shell
Boring Designation DCVC -14 -22
fragments, trace shell hash, trace silt, trace 1
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -22 X = 2,979,441 Y = 910,174
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
a
No Recovery.
0 -
v
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
U
X'
End of Boring
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -26 -14 08:29 07 -26 -14 08:30
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -66.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 16.9 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 20.0 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) 0 Depths and elevations based on measured values REC. OQ
663 00 I
0(4
Sample #1, Depth = 0.8' 0
Mean (mm): 0.43, Phi Sorting: 1.42
Fines (230):1.19% (SW)
-5
-10
-15
-20
25
SAND, medium grained, quartz, trace shell
°
fragments, trace shell hash, trace silt, trace 1
-67.7 1.4 , ° ° ,
whole shell, shell fragments up to 1.5 ", whole
shells up to 1.0 ", olive arav (5Y -4/2), (SW). l
CLAY, trace shell hash, (1.75 "x1.0 ") shell
/
fragment @ 25, very dark gray (5Y -3/1), (CL).
0 -83.2 16.9
a
w
J -
a
No Recovery.
0 -
v
N -86.3 20.0
U
X'
End of Boring
M
O
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN
04
Sample #1, Depth = 0.8' 0
Mean (mm): 0.43, Phi Sorting: 1.42
Fines (230):1.19% (SW)
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -23
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -23 X = 2,982,744 Y = 911,153
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 07 -26 -14 08:45 07 -26 -14 09:00
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -51.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 14.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 14.4 Ft.
BP
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-51.3 0.0
mn
Sample #1, Depth = 3.0'
1 Mean (mm): 0.22, Phi Sorting: 0.71
Fines (230):1.08% (SP)
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (1.25 "4.5 "),
whole shells up to 0.75 ", shell hash distributed
in pockets up to 3.0 ", Expansion from 13.7' to
14.4', olive gray (5Y -5/2), (SP).
Sample #2, Depth = 8.0'
2 Mean (mm): 0.21, Phi Sorting: 0.61
Fines (230):1.20% (SP)
-65.7 14.4 .'.'.
N
F - End of Boring
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

No Recovery
N
-15
-76.0 15.8
0 End of Boring
a
w
J - -
a
O
v
0
- -20
x
M
O
0
a
w -
0
a
O
J
� SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP 25
JUN 02 JUN 04
Boring Designation DCVC -14 -24
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -24
X = 2,982,752 Y = 910,188
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -26 -14 09:30 07 -26 -14 09:35
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -60.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.3 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 15.8 Ft.
TM
O
-W
ELEV. DEPTH w
(ft) (ft) 0
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-60.2 0.0 1
my
60.9 0.7
SAND, fine grained, quartz, trace shell
1 Sample Wl, Ueptn = U.4' 0
-61.4 - 1.2 > :
fragments, trace shell hash, trace silt, trace
Mean (mm): 0.24, Phi Sorting: 0.78
2
whole shell, whole shells up to 0.2S%
Fines (230):1.18% (SP)
(0.75 "x0.25 ") shell fragment @ 0.3', olive gray
Sample #2, Depth = 0.9'
(5Y -5/2), (SP).
Mean (mm): 0.63, Phi Sorting: 1.34
AND, medium grained, quartz, little shell hash,
Fines (230): 0.73% (SW)
trace shell fragments, trace silt, trace whole
Sample #3, Depth = 3.5'
shell, shell fragments & whole shells up to
", ")
3 Mean (mm): 0.20, Phi Sorting: 0.56
0.25 (1.0'x0.5 whole shell @ 1.1',
")
Fines (230): 2.20% (SP)
• • •
(1.25x0.25 whole shell @ 1.0', grayish brown
-
(2.5Y -5/2), (SW).
-5
SAND, fine grained, quartz, trace shell
-66.6 6.4
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments & whole shells up
to 0.25 ", (2.0 "x1.0 ') whole shell @ 6.3',
= I
(2.0'W.5") pocket of clay @ 4.3', dark gray
(5Y -4/1), JSP).
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, 0.3' pocket of shell
fragments @ 6.8', very dark gray (5Y -3/1),
-70.5 - 10.3
(SM).
-10
No Recovery
N
-15
-76.0 15.8
0 End of Boring
a
w
J - -
a
O
v
0
- -20
x
M
O
0
a
w -
0
a
O
J
� SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP 25
JUN 02 JUN 04

VC 24 Sample #VC 24 S #3, Depth = 5.8'- 6.4'
S #3
0
-5
-10
-15
-20
25
Jetted to 5.8'.
Boring Designation DCVC- 14 -24A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
-67.6 -
(SP).
fJ d
Shelly SAND, ine
I
68.9 8.5
hash, shell fragments up to (1.0'x0.75 "), whole -
shells uD to 1.0" olive gray (5Y -5/2), (SP).
SAND, fine grained, quartz, little silt, trace shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -24A X = 2,982,753 Y = 910,152
N
-
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
N _
U
X
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
cn -
O
K
a
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -26 -14 10:57 07 -26 -14 11:10
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -60.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 8.1 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 17.5 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-60.4 0.0 J
IO(n
VC 24 Sample #VC 24 S #3, Depth = 5.8'- 6.4'
S #3
0
-5
-10
-15
-20
25
Jetted to 5.8'.
-66.2 5.8
-66.8 6.4
SAND, fine grained, quartz, trace shell hash,
•
7.2
\ trace silt, whole shell 6.4', gray r
/
-67.6 -
(SP).
fJ d
Shelly SAND, ine
grained, quartz, trace shell
fragments, trace silt, shell component is shell
68.9 8.5
hash, shell fragments up to (1.0'x0.75 "), whole -
shells uD to 1.0" olive gray (5Y -5/2), (SP).
SAND, fine grained, quartz, little silt, trace shell
_
fragments, trace shell hash, shell fragments up
to (11.5'W.5"), 0.75" whole shell @ 7.4', 0.5"
whole shell (a). 7.6', dark clrav (5Y -4/1), (SM).
SAND, fine grained, quartz, some silt, trace
shell hash, Bit Sample from 13.7' to 13.9', gray
(5Y -6/1), (SM).
-74.3 13.9
N
-
No Recovery.
U
0
W -77.9 17.5
0
J -
a
End of Boring
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
VC 24 Sample #VC 24 S #3, Depth = 5.8'- 6.4'
S #3
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -25
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
t9
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
SAND, medium grained, quartz, little shell
Mean (mm): 0.59, Phi Sorting: 1.31
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -25
X = 2,981,664 Y = 909,180
I shells up to (0.75 "x0.5 "), (11.0'W.75") whole
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
Mean (mm): 0.18, Phi Sorting: 1.09
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
o
fraNent (aD. 1.9', olive brown (2.5Y -4/3), (SW).
-
-68.1 5.6
°
°
AND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.0 ", whole
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
/
clay @ 4.9, silt increases with depth, dark gray
® VERTICAL
i VERTICAL i
(5Y -4/1), (SW).
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -26 -14 11:35 07 -26 -14 11:37
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -62.5 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 17.1 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
20.2 Ft.
Bp
ELEV. DEPTH
(ft) (ft)
O
w
t9
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values REC.
-62.5 0.0
IOy
Sample ;7'i, Ueptn = U.1'
SAND, medium grained, quartz, little shell
Mean (mm): 0.59, Phi Sorting: 1.31
fragments, little whole shell, trace shell hash,
63.8 1.3
Sample #2, Depth = 1.7'
trace silt, shell fragments up to 1.0 ", whole
-64.6 2.1
° ° o
I shells up to (0.75 "x0.5 "), (11.0'W.75") whole
Sample #3, Depth = 3.5'
shell (a).. 07 olive brown (2.5Y -4/3 , (SW I.
SAND, medium grained, quartz, little shell
Mean (mm): 0.18, Phi Sorting: 1.09
°
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (2.75 "x1.25 "),
whole shells up to (1.5 "x1.25 "), (1.5 "x1.0) rock
o
fraNent (aD. 1.9', olive brown (2.5Y -4/3), (SW).
-
-68.1 5.6
°
°
AND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.0 ", whole
shells up to (0.75'x0.5 "), (1.25 "x1.0 ") pocket of
/
clay @ 4.9, silt increases with depth, dark gray
(5Y -4/1), (SW).
/
CLAY, very dark gray (2.5Y -3/1), (CL).
o
79.6 17.1
W
0
J -
a
No Recovery.
0 -
0
N -82.7 - 20.2
U
End of Boring
M
O
0
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN
04
0'
CL
X2
REMARKS
IOy
Sample ;7'i, Ueptn = U.1'
1
Mean (mm): 0.59, Phi Sorting: 1.31
Fines (230):1.14% (SW)
2
Sample #2, Depth = 1.7'
Mean (mm): 1.12, Phi Sorting: 1.99
Fines (230):1.19% (SW)
Sample #3, Depth = 3.5'
3
Mean (mm): 0.18, Phi Sorting: 1.09
Fines (230): 3.01% (SW)
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -26
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search 10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES 11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -26
X = 2,982,865 Y = 907,241
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
12.
American Vibracore Services, Inc.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
0 INCLINED
75.
DATE BORING ; 07 -26 -14 12:56 07 -26 -14 13:01
6, THICKNESS OF OVERBURDEN 0.0 Ft. 16.
ELEVATION TOP OF BORING -54.0 Ft.
7. DEPTH DRILLED INTO
ROCK 0.0 Ft. 17.
TOTAL RECOVERY FOR BORING 10.3 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.7 Ft.
Bp
O
-W
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-54.0 0.0
mn
SAND, medium grained, quartz, little shell hash,
1 Sample �'i, Ueptn = U.4'
54.8 0.8 °,
trace shell fragments, silt, shell fragments up to
Mean (mm): 0.45, Phi Sorting: 1.14
10.5 ", 0.5" whole shell @ 0.6', light olive brown
Fines (230): 0.96% (SW)
(2.5Y -5/3), (SW).
Sample #2, Depth = 2.0'
SAND, fine grained, quartz, trace shell hash,
2 Mean (mm): 0.29, Phi Sorting: 0.96
trace silt, 0.5" whole shell @ 2.1', 0.5" shell
Fines (230):1.12% (SW)
-57.3 3.3
fraqment P 25. liaht olive arav (5Y -6/2). (SW). _
SAND, fine grained, quartz, trace shell hash,
Sample #3, Depth = 4.1'
. ..
trace silt, 0.5" whole shell @ 3.5', olive gray
3 Mean (mm): 0.20, Phi Sorting: 0.45
-58.8 4.8
�5Y -5/2), (SP).
Fines (230):1.46% (SP)
59.5 5.5
SAND, fine grained, quartz, little shell hash,
4 Sample #4, Depth = 5.2'
°
trace shell fragments, trace silt, shell fragments
",
Mean (mm): 0.30, Phi Sorting: 1.18
up to 0.5 light olive grav (5Y -6/2), (SW).
Fines (230):1.52% (SW)
SAND, fine grained, quartz, trace shell hash,
trace silt, (0.75 "x0.25 ") shell fragment @ 5.6',
3
olive gray (5Y -5/2), (SP).
-62.9 8.9
63.6 g,g
SAND, fine grained, quartz, little shell hash,
4
'
trace shell fragments, trace silt, shell fragments r
-64.3 - 10.3 °
10.7 °
up to 0.5 ", 0.5" whole shell @ 9.1', light olive
I
1
-647
gray (5Y -6/2), (SW).
SAND, medium grained, quartz, little shell hash,
trace shell fragments, trace silt, shell fragments
up to (1.0 "x1.5 "), 0.5" whole shell @ 9.8', 0.3'
fine grained pocket @ 10.0', light olive brown
(2.5Y -5/3), (SW).
No Recovery.
N End of Boring
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
x
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Jetted to 9.0'.
-63.1 9.0
Boring Designation DCVC- 14 -26A
SAND, medium grained, quartz, little shell hash,
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
shells up to (1.25 'x0.75 "), (02'x0.3') fine
-65.5 11.4
I
•
\ (2.5Y -6/2). (SW). l
.'. °.
SAND, fine grained, quartz, trace shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
0
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -26A X = 2,982,861 Y = 907,235
w
J -
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
w
0
a
o _
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
® VERTICAL i VERTICAL i
JUN 04
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -27 -14 07:17 07 -27 -14 07:22
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -54.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 3.9 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 12.9 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-54.1 0.0 J
IOy
Jetted to 9.0'.
-63.1 9.0
SAND, medium grained, quartz, little shell hash,
_
trace shell fragments, trace silt, trace whole
shell, shell fragments up to (1.25 "x1.0 "), whole
shells up to (1.25 'x0.75 "), (02'x0.3') fine
-65.5 11.4
grained pocket @ 9.0', light brownish gray
•
\ (2.5Y -6/2). (SW). l
.'. °.
SAND, fine grained, quartz, trace shell
-67.0 12.9
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", Expansion from 12.0' to
1 12.9', arav (5Y -5/1), (SP).
_
End of Boring
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
VC 26 Sample #VC 26 S #1, Depth = 9.0'- 11.4'
S #1
"(2„`, Sample #VC 26 S #3, Depth = 11.4'- 12.9'
0
-5
-10
-15
-20
Q1

DRILLING LOG DIVISION
Boring Designation DCVC -14 -27
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
SAND, fine grained, quartz, little shell hash,
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -27
X = 2,982,957 Y = 905,241
shell, shell fragments up to 0.25 ", whole shells
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
up to 0.5 ", 0.2' medium grained pocket @ 1.8',
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
Sample #2, Depth = 3.3'
Mean (mm): 0.26, Phi Sorting: 0.65
-63.7 3.8
trace silt, dark gray (5Y -4/1), (SP).
Fines (230):1.82% (SP)
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
fragments, little shell hash, trace silt, trace
® VERTICAL
i VERTICAL i
-65.2 - 5.3 > ° o ° s
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -27 -14 11:07 07 -27 -14 11:11
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -59.9 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 12.5 Ft.
Sample #4, Depth = 6.8'
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
20.0 Ft.
TM
O
ELEV. DEPTH w
(ft) (ft) 0
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
-W
XIL
OQ
REMARKS
-59.9 0.0 J
my
SAND, fine grained, quartz, little shell hash,
trace shell fragments, trace silt, trace whole
Sample #1, Depth = 1.6'
shell, shell fragments up to 0.25 ", whole shells
1
Mean (mm): 0.39, Phi Sorting: 1.18
up to 0.5 ", 0.2' medium grained pocket @ 1.8',
Fines (230): 0.88% (SW)
-62.5 2.6 °
dark gray (5Y -4/1), (SW).
SAND, fine grained, quartz, trace shell hash,
2
Sample #2, Depth = 3.3'
Mean (mm): 0.26, Phi Sorting: 0.65
-63.7 3.8
trace silt, dark gray (5Y -4/1), (SP).
Fines (230):1.82% (SP)
SAND, medium grained, quartz, little shell
Sample #3, Depth = 4.5'
fragments, little shell hash, trace silt, trace
3
Mean (mm): 0.91, Phi Sorting: 1.71
-65.2 - 5.3 > ° o ° s
whole shell, shell fragments up to 1.0 ", whole
Fines (230): 0.86% (SW)
shells up to 0.75 ", (3.0 ")2.0 ") shell fragment @ r
4.5', (1.5 "x1.0 ") whole shell @ 4.8', dark gray
2
-66.4 6.5
(5Y -4/1), (SW). I
Sample #4, Depth = 6.8'
67.3 7.4 %
SAND, fine grained, quartz, trace shell
4
Mean (mm): 0.28, Phi Sorting: 1.50
�fraciments fragments, trace shell hash, trace silt, shell -
Fines (230): 3.02% (SW)
:o°
up to 0.25 ", dark grav J5Y -4/1), (SP).
SAND, fine grained, quartz, little shell hash,
Sample #5, Depth = 8.7'
trace shell fragments, trace silt, trace whole
5
Mean (mm): 0.14, Phi Sorting: 0.53
shell, shell fragments up to 1.0 ", whole shells
Fines (230):4.38% (SP -SM)
-70.1 - 10.2
up to 0.25 ", dark grav (5Y -4/1), (SW k.
SAND, fine trace shell -
grained, quartz,
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.25 ", whole
shells up to 0.5 ", very dark gray (5Y -3/1),
-72.4 12.5
(SP -SM).
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace whole shell,
shell fragments up to 1.0 ", whole shells up to
0.5 ", (4.0 "x3.0) pocket of shell fragments @
N
11.3', Bit Sample from 12.4' to 12.5', very dark
F -
grav (5Y -3/1), (SM).
0
No Recovery.
0
a
w
J -
a
0 -
v
N -79.9 20.0
U
X'
End of Boring
m
O
0
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -28
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search 10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES 11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -28
X = 2,983,008 Y = 904,296
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
12.
Services, Inc.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i 75.
DATE BORING 07 -27 -14 11:37 07 -27 -14 11:41
6, THICKNESS OF OVERBURDEN 0.0 Ft. 16.
ELEVATION TOP OF BORING -60.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17.
TOTAL RECOVERY FOR BORING 7,8 Ft,
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 9.1 Ft.
TM
O
-W
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-60.6 0.0 1
my
SAND, medium grained, quartz, little shell hash,
trace shell fragments, trace silt, trace whole
Sample #1, Depth = 1.2'
shell, shell fragments up to (1.25'W.5 "), whole
1 Mean (mm): 0.48, Phi Sorting: 1.05
shells up to 0.75 ", light olive brown (2.5Y -5/3),
Fines (230): 1.00% (SW)
-63.0 2.4
f SW).
Sample #2, Depth = 2.7'
-63.8 - 3.2 °.'
°
SAND, fine grained, quartz, trace shell hash,
trace silt. dark arav (5Y -4/1). (SP).
2 Mean (mm): 0.23, Phi Sorting: 0.65
Fines (230):1.69% (SP)
SAND, fine grained, quartz, trace shell
3 Sample #3, Depth = 3.6'
64.8 4.2 o
fragments, trace shell hash, trace silt, trace
Mean (mm): 0.33, Phi Sorting: 0.90
whole shell, shell fragments & whole shells up
Fines (230):1.22% (SW)
- • ° .Ito
0.5 ", 0.2' pocket of shell hash @ 3.2', grayish
2
-66.5 5.9
brown (2.5Y -5/2), (SW).
SAND, fine grained, quartz, trace shell r
�fraaments
fragments, trace shell hash, trace silt, shell
Sample #4, Depth = 6.5'
uQ to 0.25 ", dark grav (5Y -4/1), f SP). I
4 Mean (mm): 0.20, Phi Sorting: 0.68
-68.4 7.8
SAND, fine grained, quartz, trace shell
Fines (230):1.59% (SP)
fragments, trace shell hash, trace silt, shell -
fragments up to 0.75 ", 0.2' pocket of clay @
-69.7 9.1
5.9', 02 pocket of shell hash @ 6.8', 1.0" whole
shells @ 6.9'& 7.3', silt increases with depth, r
- I
.7'
Bit Sample from 7 to 7.8', very dark gray I
(5Y -3/1), (SP).
No Recoverv.
End of Boring
s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

VC 28 Sample #VC 28 S #3, Depth = 4.0'- 6.0'
S #3
Sample #1, Depth = 7.7'
1 Mean (mm): 0.17, Phi Sorting: 0.73
Fines (230): 3.21% (SP)
-5
-10
-15
-20
Q1
Boring Designation DCVC- 14 -28A
-64.3
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
SAND, fine grained, quartz, trace shell
I
_
whole shell, shell fragments up to 1.0 ", whole
-66.3
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -28A X = 2,983,023 Y = 904,296
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
hash, (2.5 "x1.0 ") shell fragment @ 13.0',
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
-73.9
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -27 -14 11:57 07 -27 -14 12:01
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -60.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 11.3 Ft.
hash, Bit Sample from 14.7' to 15.3', very dark
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 19.7 Ft.
0
0
TM
O
a
o
J -
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
a
0 -
% XIL REMARKS
(ft) (ft) 0 Depths and elevations based on measured values REC. OQ
-60.3 0.0 J
19.7
IOy
_
>
0
VC 28 Sample #VC 28 S #3, Depth = 4.0'- 6.0'
S #3
Sample #1, Depth = 7.7'
1 Mean (mm): 0.17, Phi Sorting: 0.73
Fines (230): 3.21% (SP)
-5
-10
-15
-20
Q1
Jetted to 4.0'.
-64.3
4.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
_
whole shell, shell fragments up to 1.0 ", whole
-66.3
6.0 , ° ° °
shells up to 0.75 ", 0.5" whole shell @ 4.1', dark
arav (5Y -4/1). (SW). l
SAND, fine grained, quartz, trace shell
• • •
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", (0.25'W.75") shell
fragment @ 6.7', silt increases with depth, very
dark gray (5Y -3/1), (SP).
-69.9
9.6
Silty SAND, fine grained, quartz, trace shell
hash, (2.5 "x1.0 ") shell fragment @ 13.0',
(0.75 "x1.0 ") shell fragment @ 13.6', very dark
gray (5Y-3/1), (SM).
-73.9
13.6
CLAY, black 2.5/1),
-74.8
14.5
(5Y- (CL).
Silty SAND, fine grained, quartz, trace shell
0 75.6 -
15.3
hash, Bit Sample from 14.7' to 15.3', very dark
0 -
grav(5Y -3/1), (SM).
0
0
a
o
J -
No Recovery.
a
0 -
o -80.0
N
19.7
_
>
End of Boring
x
0
0
a
w -
0
a
o _
O
J
SAJ FORM
1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
VC 28 Sample #VC 28 S #3, Depth = 4.0'- 6.0'
S #3
Sample #1, Depth = 7.7'
1 Mean (mm): 0.17, Phi Sorting: 0.73
Fines (230): 3.21% (SP)
-5
-10
-15
-20
Q1

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -29
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -29 X = 2,999,977 Y = 906,886
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 07 -27 -14 13:02 07 -27 -14 13:06
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -61.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 6.9 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 7.5 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-61.1 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
", "x0.5 ")
Sample #1, Depth = 3.5'
fragments up to 0.25 (1.0 shell
"x0.5 ")
1 Mean (mm): 0.20, Phi Sorting: 0.51
fragment @ 1.7', (3.0 pocket of clay @
Fines (230):1.60% (SP)
4.0', 0.1' medium grained pocket @ 1.8', dark
gray (5Y-4/1), (SP).
-68.0 6.9
-68.6 7.5 No Recovery.
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

-67.1 6.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
-68.5 7.4 fragments up to 0.25 ", 0.1' pocket of clay @
\ 7.1', dark arav (5Y -4/1). (SP). l
No Recovery.
-70.6 9.5
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
VC
c *1 Sample #VC 29 S #1, Depth = 6.0'- 7.4'
0
-5
-10
-15
-20
25
Boring Designation DCVC- 14 -29A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -29A X = 2,999,973 Y = 906,880
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 07 -27 -14 13:39 07 -27 -14 13:43
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -61.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 1.4 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 9.5 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-61.1 0.0 J
IOy
Jetted to 6.0'.
-67.1 6.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
-68.5 7.4 fragments up to 0.25 ", 0.1' pocket of clay @
\ 7.1', dark arav (5Y -4/1). (SP). l
No Recovery.
-70.6 9.5
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
VC
c *1 Sample #VC 29 S #1, Depth = 6.0'- 7.4'
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -30
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -30 X = 2,999,179 Y = 905,620
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 07 -27 -14 14:10 07 -27 -14 14:15
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -61.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.5 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 8.5 Ft.
TM
O
-W
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-61.9 0.0
mn
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 1.4'
fragments, trace shell hash, trace silt, shell
", "x1.0 ")
1 Mean (mm): 0.27, Phi Sorting: 0.77
fragments up to 1.0 (1.25 whole shell
Fines (230):1.09% (SP)
64.3 2.4 .' ' @ 1.5', olive gray (5Y -4/2), (SP).
SAND, fine grained, quartz, trace shell
- fragments, trace shell hash, trace silt, trace
Sample #2, Depth = 5.4'
whole shell, shell fragments & whole shells up
2 Mean (mm): 0.23, Phi Sorting: 0.67
to 0.5 ", 0.1' pocket of clay @ 7.7', Expansion
Fines (230):1.18% (SP)
from 8.2' to 85, dark gray (5Y -4/1), (SP).
-70.4 8.5
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

-70.7 8.6
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.0 ", whole
shells up to 0.75 ", 0.2' pocket of clay @ 10.9',
(2.0 "x0.5 ") shell fragment @ 10.6', dark gray
-73.6 11.5 (5Y -4/1), (SP).
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
VC 30 Sample #VC 30 S #2, Depth = 8.6'- 11.5'
S #2
0
-5
-10
-15
-20
25
Boring Designation DCVC- 14 -30A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -30A X = 2,999,155 Y = 905,595
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -27 -14 14:23 07 -27 -14 14:28
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -62.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 2.9 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 11.5 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-62.1 0.0 J
IOy
Jetted to 8.6'.
-70.7 8.6
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.0 ", whole
shells up to 0.75 ", 0.2' pocket of clay @ 10.9',
(2.0 "x0.5 ") shell fragment @ 10.6', dark gray
-73.6 11.5 (5Y -4/1), (SP).
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
VC 30 Sample #VC 30 S #2, Depth = 8.6'- 11.5'
S #2
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -31
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -31 X = 2,999,412 Y = 904,705
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -27 -14 15:18 07 -27 -14 15:23
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -57.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 9.4 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 9.7 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-57.7 0.0
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
",
Sample #1, Depth = 5.0'
fragments up to 0.25 0.2' medium grained
1 Mean (mm): 0.20, Phi Sorting: 0.46
- pockets @ 4.0'& 5.5', (11.0'W.75") shell
Fines (230):1.35% (SP)
fragment @ 8.0', grayish brown (2.5Y -5/2),
(SP).
-67.1 9.4
No Recoverv.
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

-65.9
8.3
Boring Designation DCVC- 14 -31A
SAND, fine grained, quartz, trace shell
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
-67.9 -
10.3 .'.'. 9.6', light olive brown (2.5Y -5/3), (SP).
-68.4
I
End of Boring
N
0
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -31A X = 2,999,407 Y = 904,705
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 07 -27 -14 15:39 07 -27 -14 15:45
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -57.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 2 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.8 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-57.6 0.0 J
IOy
Jetted to 8.3'.
-65.9
8.3
SAND, fine grained, quartz, trace shell
. .. fragments, trace shell hash, trace silt, shell
fragments up to (0.5 "x2.5 "), 0.5" whole shell @
-67.9 -
10.3 .'.'. 9.6', light olive brown (2.5Y -5/3), (SP).
-68.4
10.8 No Recoverv.
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
VC 31 Sample #VC 31 S #1, Depth = 8.3'- 10.3'
S #1
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -32
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -32
X = 2,999,896 Y = 902,767
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -27 -14 16:37 07 -27 -14 16:44
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -66.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 18.7 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 20.0 Ft.
Bp
O
--
ELEV. DEPTH w
(ft) (ft) 0
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-66.2 0.0
mn
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 3.2'
fragments, trace shell hash, trace silt, shell
1 Mean (mm): 0.18, Phi Sorting: 0.57
fragments up to (0.5'W.75"), 0.2' shelly pocket
Fines (230):1.78% (SP)
@ 5.9', gray (5Y -5/1), (SP).
-72.8 6.6 °
SAND, fine grained, quartz, little silt, trace shell
fragments, trace shell hash, shell fragments up
to 0.75 ", (1.75x0.75 ") shell fragment @ 8.1',
_
(2.0 "x1.0 ") shell fragment @ 7.6', silt increases
with depth, dark gray (5Y -4/1), (SM).
-78.2 12.0
Silty SAND, fine grained, quartz, trace shell
N
hash, very dark gray (5Y -3/1), (ML).
0
-
ai
0 -82.9 16.7
W _
W Clayey
SAND, fine grained, quartz, trace shell
hash, Bit Sample from 18.6' to 18.7', dark olive
gray (5Y -3/2), (ML).
-84.9 18.7
a
0 -
No Recovery.
N -86.2 20.0
U�
X'
End of Boring
m
O
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -33
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -33
X = 2,999,093 Y = 901,635
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -27 -14 17:04 07 -27 -14 17:16
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -62.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 12.1 Ft.
TM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-62.5 0.0
mn
•, •.
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 3.5'
fragments, trace shell hash, trace silt, trace
",
1 Mean (mm): 0.22, Phi Sorting: 0.58
whole shell, shell fragments up to 0.5 whole
",
Fines (230):1.21% (SP)
shells up to 0.25 olive gray (5Y -4/2), (SP).
-69.0 6.5
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 8.5'
fragments, trace shell hash, trace silt, shell
",
2 Mean (mm): 0.19, Phi Sorting: 0.53
fragments up to 0.25 1.0" pocket of clay @
Fines (230):1.97% (SP)
10.4', dark gray (5Y -4/1), (SP).
-72.9 10.4
No Recovery.
-74.6 _ 12.1
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace Sample #2, Depth = 10.0'
whole shell, shell fragments up to 0.5 ", 1.0" 2 Mean (mm): 0.13, Phi Sorting: 0.62
shell fragment @ 8.3', silt increases with depth, Fines (230): 7.01% (SP -SM)
Bit Sample from 12.5 to 127, very dark gray
(5Y -3/1), (SP -SM).
-80.6 12.7
N No Recovery.
0
-84.4 16.5
0
W End of Boring
0
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -34
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -34
X = 2,999,373 Y = 900,642
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -27 -14 17:42 07 -27 -14 17:54
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -67.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 12.7 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 16.5 Ft.
TM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % X� REMARKS
Depths and elevations based on measured values REC. OQ
-67.9 0.0
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 4.0'
whole shell, shell fragments up to 0.25 ", whole
1 Mean (mm): 0.19, Phi Sorting: 0.79
shells up to 0.5 ", (1.25 "x0.5 ") shell fragment @
Fines (230): 2.43% (SP)
-
0.7', dark gray (5Y -4/1), (SP).
-75.8 7.9
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace Sample #2, Depth = 10.0'
whole shell, shell fragments up to 0.5 ", 1.0" 2 Mean (mm): 0.13, Phi Sorting: 0.62
shell fragment @ 8.3', silt increases with depth, Fines (230): 7.01% (SP -SM)
Bit Sample from 12.5 to 127, very dark gray
(5Y -3/1), (SP -SM).
-80.6 12.7
N No Recovery.
0
-84.4 16.5
0
W End of Boring
0
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -35
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -35
X = 2,999,660 Y = 899,748
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -27 -14 18:15 07 -27 -14 18:21
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -68.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.1 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 16.0 Ft.
TM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-68.9 0.0 J
my
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 2.5'
fragments, trace shell hash, trace silt, shell
1 Mean (mm): 0.18, Phi Sorting: 0.57
fragments up to 0.25 ", dark gray (5Y -4/1), (SP).
Fines (230):1.97% (SP)
-74.0 _ 5.1
Sample #2, Depth = 5.3'
-74.5 5.6
SAND, fine grained, quartz, trace shell
2 Mean (mm): 0.28, Phi Sorting: 1.06
1
fragments, trace silt, shell fragments up to
r Fines (230): 2.12% (SW)
0.25 ", olive gray (5Y -5/2),
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", 0.5" whole shell @ 5.8',
Sample #3, Depth = 8.2'
0.2' pocket of clay @ 10.6', 1.0" pocket of clay
3 Mean (mm): 0.13, Phi Sorting: 0.47
@ 11.0', 0.1' medium grained pocket @ 11.1',
Fines (230): 5.42% (SP -SM)
1.25" whole shell @ 111.1% silt increases with
_
depth, very dark gray (5Y -3/1), (SP -SM).
-80.0 11.1
No Recovery.
N
-84.9 16.0
�i
U
a
End of Boring
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Sample #1, Depth = 2.7'
1 Mean (mm): 0.37, Phi Sorting: 0.70
Fines (230): 0.73% (SP)
Sample #2, Depth = 9.0'
2 Mean (mm): 0.36, Phi Sorting: 0.85
Fines (230):1.05% (SP)
Sample #3, Depth = 12.2'
3 Mean (mm): 0.59, Phi Sorting: 0.97
2 Fines (230): 0.55% (SW)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
Boring Designation DCVC -14 -36
fragments, trace shell hash, trace silt, shell
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
4.1', olive brown (2.5Y -4/3), (SP).
-54.6 - 5.3
I
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
-61.3 12.0 °
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -36 X = 3,019,833 Y = 846,885
-62.6 13.3
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
shells up to 0.5 ", (0.75 "x1.0 ") shell fragment @
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
brown (2.5Y -4/2), (SP).
U
0
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
0
J -
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -28 -14 07:44 07 -28 -14 07:51
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -49.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 13.3 Ft.
a
o _
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 13.3 Ft.
SAJ FORM 1836
TM
O
JUN 04
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
49 3 0 0 j
my
Sample #1, Depth = 2.7'
1 Mean (mm): 0.37, Phi Sorting: 0.70
Fines (230): 0.73% (SP)
Sample #2, Depth = 9.0'
2 Mean (mm): 0.36, Phi Sorting: 0.85
Fines (230):1.05% (SP)
Sample #3, Depth = 12.2'
3 Mean (mm): 0.59, Phi Sorting: 0.97
2 Fines (230): 0.55% (SW)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 1.0 ", 0.2' medium grained
pocket @ 2.2', 0.1' medium grained pocket @
4.1', olive brown (2.5Y -4/3), (SP).
-54.6 - 5.3
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments & whole shells up
to 0.5 ", (1.0'x0.75 ") shell fragment @ 6.2', 0.2'
medium grained pocket @ 8.4', dark grayish
_
brown (2.5Y -4/2), (SP).
-61.3 12.0 °
61 7 19A
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-62.6 13.3
whole shell, shell fragments up to 0.25 ", whole
shells up to 0.5 ", (0.75 "x1.0 ") shell fragment @
1211' liaht olive brown (2.5Y -5/41, (SW).
N
SAND, fine grained, quartz, trace shell hash,
F -
trace silt, 0.5" shell fragment @ 12.9',
Expansion from 12.0' to 13.3', dark grayish
brown (2.5Y -4/2), (SP).
U
0
W
End of Boring
0
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
Sample #1, Depth = 2.7'
1 Mean (mm): 0.37, Phi Sorting: 0.70
Fines (230): 0.73% (SP)
Sample #2, Depth = 9.0'
2 Mean (mm): 0.36, Phi Sorting: 0.85
Fines (230):1.05% (SP)
Sample #3, Depth = 12.2'
3 Mean (mm): 0.59, Phi Sorting: 0.97
2 Fines (230): 0.55% (SW)
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -37
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -37 X = 3,018,970 Y = 846,181
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 07 -28 -14 08:16 07 -28 -14 08:22
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -49.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 12.3 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 12.3 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-49.2 0.0
mn
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 5.0'
- whole shell, shell fragments up to 1.0 ", whole
1 Mean (mm): 0.50, Phi Sorting: 0.77
shells up to (1.0 "x1.25 "), (1.25 "x2.0 ") shell
Fines (230): 0.70% (SP)
fragment @ 0.2', olive brown (2.5Y -4/3), (SP).
-59.4 - 10.2
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #2, Depth = 11.2'
whole shell, shell fragments up to 1.0 ", whole
2 Mean (mm): 0.40, Phi Sorting: 0.77
61.5 12.3 shells up to 0.5 ", Expansion from 11.9' to 12.3',
Fines (230): 0.72% (SP)
\ dark aravish brown (2.5Y -4/2), (SP).
l
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Jetted to 9.7'
-58.9 9.7
-59.4 - 10.2 SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.5 ", whole
Ishells u� to 0.25 ", olive brown (2.5Y -4/3), SID)
SA D, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.0', whole
shells up to 0.25 ", (2.0 "x1.5 ") whole shell @
14.0', dark grayish brown (2.5Y -4/2), (SP).
-63.8 14.6
SAND, medium grained, quartz, trace shell
o
. ° . ° . fragments, trace shell hash, trace silt, trace
Boring Designation DCVC- 14 -37A
whole shell, shell fragments & whole shells up
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
67.4
18.2 whole shell, shell fragments & whole shells up
VC 37
I
S #1
qravish (2.5Y -4/2)•
VC 37
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -37A X = 3,018,985 Y = 846,176
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -28 -14 08:50 07 -28 -14 08:54
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -49.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 8.5 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 18.2 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-49.2 0.0 J
IO(n
0
Jetted to 9.7'
-58.9 9.7
-59.4 - 10.2 SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.5 ", whole
Ishells u� to 0.25 ", olive brown (2.5Y -4/3), SID)
SA D, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.0', whole
shells up to 0.25 ", (2.0 "x1.5 ") whole shell @
14.0', dark grayish brown (2.5Y -4/2), (SP).
-63.8 14.6
SAND, medium grained, quartz, trace shell
o
. ° . ° . fragments, trace shell hash, trace silt, trace
VC 37 Sample #VC 37 S #1, Depth = 9.7'- 10.2'
whole shell, shell fragments & whole shells up
-65.7
16.5 to 0.5" olive brown (2.5Y -4/3). (SP).
SAND, fine grained, quartz, trace shell
W
. .'. fragments, trace shell hash, trace silt, trace
67.4
18.2 whole shell, shell fragments & whole shells up
VC 37
to 0.25 ", Expansion from 16.4' to 18.2', dark r
brown (SP). /
S #1
qravish (2.5Y -4/2)•
N - End of Boring
U
X
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O
K
a
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0
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
Q1
-5
VC 37 Sample #VC 37 S #1, Depth = 9.7'- 10.2'
-10
S #1
VC 37 Sample #VC 37 S #2, Depth = 102- 14.6'
S #2
-15
VC 37
S #1
VC 37
S #2
-20
Q1

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -38
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -38 X = 3,018,158 Y = 845,419
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 07 -28 -14 09:15 07 -28 -14 09:21
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -51.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 15 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 15.0 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-51.6 0.0
mn
- SAND, medium grained, quartz, trace shell
e #11, Depth
Sample #1, Depth = 6.0'
fragments, trace shell hash, trace silt, trace
",
1 Mean Phi Sorting: 0.85
whole shell, shell fragments up to 1.0 whole
",
Fines (mm): 0.57, (SP)
shells up to 0.5 brown (1 OYR -5/3), (SP).
-63.0 11.4
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
",
Sample #2, Depth = 13.0'
whole shell, shell fragments up to 0.25 whole
", "x1.0 ')
2 Mean (mm): 0.41, Phi Sorting: 0.75
shells up to 0.5 (1.5 whole shell @
Fines (230): 0.91 % (SP)
12.3', Expansion from 12.9' to 15.0', olive
N (5Y -4/3), (SP).
66.6 15.0
End of Boring
U
0
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0
N _
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O
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O
K
a
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0
a
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J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -39
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -39
X = 3,021,499 Y = 848,321
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -28 -14 10:30 07 -28 -14 10:35
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -57.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.3 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 11.3 Ft.
TM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-57.3 0.0 J
my
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 3.0'
fragments, trace shell hash, trace silt, shell
",
1 Mean (mm): 0.27, Phi Sorting: 0.58
fragments up to 0.5 0.75" shell fragment @
Fines (230): 0.88% (SP)
3.8', dark gray (5Y -4/1), (SP).
-62.9 5.6
SAND, medium grained, quartz, trace shell
Sample #2, Depth = 6.1'
-64.0 6.7 o
fragments, trace shell hash, trace silt, shell
2 Mean (mm): 0.66, Phi Sorting: 1.18
fragments up to (1(SW.5 "), olive (5Y -4/3),
Fines (230): 0.54% (SW)
\
)
SAND, fine grained, quartz, trace shell
#3
Sample e #3, Depth = 9.0'
fragments, trace shell hash, trace silt, shell
", "x0.5 ")
,
3 Mean 0.25, Phi Sorting: 0.53
fragments up to 0.5 (1.25 shell
Fines (mm): 1.10% (SP)
_
fragment @ 7.2', dark gray (5Y -4/1), (SP).
-68.6 11.3
End of Boring
N
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0
0
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U
0
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N _
U
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ca
O
cn -
O
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a
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0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -40
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -40 X = 3,022,311 Y = 849,078
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -28 -14 11:07 07 -28 -14 11:12
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -58.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 7.3 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 8.4 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-58.4 0.0
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 3.4'
whole shell, shell fragments up to (0.5 "0.25 "),
1 Mean (mm): 0.26, Phi Sorting: 0.58
whole shells up to 0.25 ", silt increases with
Fines (230): 0.72% (SP)
depth, dark grayish brown (2.5Y -4/2), (SP).
-65.7 7.3
No Recovery.
-66.8 8.4
End of Boring
N
0
0
ai -
U
0
a
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a
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N _
U
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ca
O
cn -
O
K
a
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0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Jetted to 7.5'
-66.0 7.5
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-67.5 9.0 whole shell, shell fragments up to (0.75 "4.25 "),
- I whole shells up to 0.25 ", (2.0 "x1.25 ") shell
-68.4 9.9 fragment @ 8.1', Bit Sample from 8.9' to 9.0', I
dark gray (2.5Y -4/1), (SP). r
o Recovery. I
End of Boring
N
0
0
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U
0
a
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a
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0
N
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X
ca
O
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O
K
a
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0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-5
Sample #1, Depth = 8.2'
1 Mean (mm): 0.21, Phi Sorting: 0.47
Fines (230): 1.11% (SP)
-10
-15
-20
Q1
Boring Designation DCVC- 14 -40A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -40A X = 3,022,316 Y = 849,078
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 07 -31 -14 13:09 07 -31 -14 13:14
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -58.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 1.5 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 9.9 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-58.5 0.0 J
IOy
0
Jetted to 7.5'
-66.0 7.5
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-67.5 9.0 whole shell, shell fragments up to (0.75 "4.25 "),
- I whole shells up to 0.25 ", (2.0 "x1.25 ") shell
-68.4 9.9 fragment @ 8.1', Bit Sample from 8.9' to 9.0', I
dark gray (2.5Y -4/1), (SP). r
o Recovery. I
End of Boring
N
0
0
ai -
U
0
a
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a
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0
N
U
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ca
O
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O
K
a
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0
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-5
Sample #1, Depth = 8.2'
1 Mean (mm): 0.21, Phi Sorting: 0.47
Fines (230): 1.11% (SP)
-10
-15
-20
Q1

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -41
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -41
X = 3,020,058 Y = 848,362
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -28 -14 12:16 07 -28 -14 12:21
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -55.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 6.1 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 7.3 Ft.
Bp
O
-W
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-55.3 0.0
mn
SAND, fine grained, quartz, trace shell
1 Sample t7'i, Ueptn = U.4'
56.1 0.8
fragments, trace shell hash, trace silt, shell
Mean (mm): 0.34, Phi Sorting: 0.77
I
fragments up to 0.5 ", light olive brown
Fines (230): 0.84% (SP)
c o c
57.4 2.1 ' o
(2.5Y -5/3). (SP).
2 Sample #2, Depth = 1.5'
SAND, medium grained, quartz, trace shell
- Mean (mm): 0.46, Phi Sorting: 1.07
fragments, trace shell hash, trace silt, shell
Fines (230): 0.65% (SW)
fragments up to (1.5 "x1.75 "), (1.0 "x0.5 ") whole
shell @ 1.2', light yellowish brown (2.5Y -6/4),
Sample #3, Depth = 3.8'
(SW).
3 Mean (mm): 0.31, Phi Sorting: 0.55
SAND, fine grained, quartz, trace shell
Fines (230):1.03% (SP)
-
fragments, trace shell hash, trace silt, shell
fragments up to (0.5'W.25"), 0.5" whole shell
-61.4 _ 6.1
(a7 5.7', olive arav (5Y -5/2), (SP).
No Recovery.
-
-62.6 7.3
End of Boring
N
0
0
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U
0
a
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a
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N _
U
x
ca
O
cn -
O
K
a
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0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

-64.1 8.8
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
- fragments up to (11.25'W.5"), (2.5 "x1.0 ") shell
-66.1 10.8 fraqment (c-) 9.1', olive gray (5Y -5/2), (SP).
-66.6 11.3 No Recoverv.
End of Boring
N
0
0
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U
0
a
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a
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0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC- 14 -41A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -41A X = 3,020,053 Y = 848,368
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -31 -14 11:05 07 -31 -14 11:08
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -55.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 2 Ft,
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 11.3 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-55.3 0.0 J
IOy
Jetted to 8.8'.
-64.1 8.8
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
- fragments up to (11.25'W.5"), (2.5 "x1.0 ") shell
-66.1 10.8 fraqment (c-) 9.1', olive gray (5Y -5/2), (SP).
-66.6 11.3 No Recoverv.
End of Boring
N
0
0
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U
0
a
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a
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0
N _
U
X
ca
O
cn -
O
K
a
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0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -42
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -42 X = 3,020,879 Y = 849,125
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 07 -28 -14 12:44 07 -28 -14 12:49
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -55.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 6.9 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 8.1 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-55.4 0.0 1
lo(n
SAND, medium grained, quartz, trace shell
Sample #1, Depth = 0.7'
fragments, trace shell hash, trace silt, shell
1 Mean (mm): 0.44, Phi Sorting: 1.09
o
-56.8 1.4 fragments up to (2.25 "x1.25 "), 0.75" whole shell
Fines (230):1.12% (SW)
\ aC).. 0.8', light olive brown (2.5Y -5/4), (SW).
l
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 3.9'
fragments, trace shell hash, trace silt, shell
2 Mean (mm): 0.31, Phi Sorting: 0.67
fragments up to (0.25'W.5"), light olive brown
Fines (230): 0.84% (SP)
_ (2.5Y -5/3), (SP).
-62.3 6.9
No Recovery.
_
-63.5 8.1
End of Boring
N
0
0
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U
0
a
w
J -
a
v
0
N _
U
x
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

-65.2 11.0
SAND, fine grained, quartz, trace shell
66.4 12.2 fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (0.75 "x0.5 "),
whole shells up to 0.75 ". olive (5Y -4/3). (SP).
-67.7 13.5 No Recovery.
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC- 14 -42A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -42A X = 3,020,929 Y = 849,127
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 07 -31 -14 11:26 07 -31 -14 11:30
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -54.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 1.2 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 13.5 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-54.2 0.0 J
IOy
Jetted to 11.0'.
-65.2 11.0
SAND, fine grained, quartz, trace shell
66.4 12.2 fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (0.75 "x0.5 "),
whole shells up to 0.75 ". olive (5Y -4/3). (SP).
-67.7 13.5 No Recovery.
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

IF
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -43
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -43
X = 3,021,717 Y = 849,840
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -28 -14 13:11 07 -28 -14 13:15
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16. ELEVATION TOP OF BORING -52.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 11.4 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-52.9 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
Sample #1, Depth = 2.7'
fragments up to 0.5 ", 2 (1.0 ") medium grained
1 Mean (mm): 0.30, Phi Sorting: 0.63
pockets @ 1.9' and 2.3% light olive brown
Fines (230): 0.87% (SP)
(2.5Y -5/3), (SP).
-56.7 3.8
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 6.1'
fragments, trace shell hash, trace silt, shell
",
2 Mean (mm): 0.24, Phi Sorting: 0.40
fragments up to 0.25 olive brown (2.5Y -4/3),
Fines (230): 1.01% (SP)
(SP).
-61.6 8.7
SAND, fine grained, quartz, trace shell
Sample #3, Depth = 9.4'
fragments, trace shell hash, trace silt, trace
"x1.0"),
3 Mean (mm): 0.40% Phi Sorting: 0.78
-
whole shell, shell fragments up to (1.75
Fines (230): 0.96 (SP)
Fines /o
-63.5 10.6
whole shells up to 0.5 ", (2.0 "x1.0 ") whole shell
-64.3 11.4
C4� 9.4', light olive brown (2.5Y -5/4), SP).
SAND, fine grained, quartz, trace shell
` 2
fragments, trace shell hash, trace silt, shell
I
fragments up to 0.25 ", Expansion from 10.5' to
11.4', olive brown (2.5Y -4/3), (SP).
End of Boring
IF
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -44
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -44 X = 3,022,535 Y = 850,573
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75. DATE BORING 07 -28 -14 13:45 07 -28 -14 13:49
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -55.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 5.5 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 8.9 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-55.7 0.0 J
my
SAND, fine grained, quartz, trace shell
o
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 2.6'
whole shell, shell fragments up to (1.0 "4.75 "),
1 Mean (mm): 0.36, Phi Sorting: 0.89
whole shells up to 0.5 ", 0.2' medium grained
Fines (230): 0.92% (SW)
pocket @ 2.1', olive brown (2.5Y -4/3), (SW).
-61.2 5.5 o °s
No Recovery.
-64.6 8.9
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

-65.3
9.6
Boring Designation DCVC- 14 -44A
SAND, fine grained, quartz, trace shell
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
whole shells up to 0.5 ", Bit Sample from 11.0' to
I
No Recovery.
-68.5
12.8
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -44A X = 3,022,539 Y = 850,591
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -31 -14 12:18 07 -31 -14 12:22
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -55.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 1.5 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 12.8 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-55.7 0.0 J
IOy
Jetted to 9.6'.
-65.3
9.6
_
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-66.8
11.1 whole shell, shell fragments up to (1.0 "4.75 "),
whole shells up to 0.5 ", Bit Sample from 11.0' to
1 11.1', aravish brown (2.5Y -50 ,
No Recovery.
-68.5
12.8
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -45
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -45
X = 3,019,211 Y = 847,744
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -28 -14 14:22 07 -28 -14 14:28
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -51.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.3 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 8.4 Ft.
SB
O
-W
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W
Depths and elevations based on measured values REC. OQ
-51.4 0.0
0am
SAND, medium grained, quartz, trace shell
Sample #1, Depth = 1.1'
fragments, trace shell hash, trace silt, shell
"x1.75 "),
1 Mean (mm): 0.45, Phi Sorting: 0.76
fragments up to (0.75 dark grayish
Fines (230):1.14% (SP)
-53.7 2.3
brown (2.5Y -4/2), (SP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
Sample #2, Depth = 4.9'
_
fragments up to (05x0.75 "), (0.75 "x1.0 ") shell
2 Mean (mm): 0.36, Phi Sorting: 0.59
fragment @ 4.7', light olive brown (2.5Y -5/3),
Fines (230):1.15% (SP)
(SP).
-58.7 7.3
No Recovery.
-59.8 8.4
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
x
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Jetted to 9.8
-61.0
9.8
Boring Designation DCVC- 14 -45A
SAND, medium grained, quartz, trace shell
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
° whole shells up to 0.5 ", (1.0'W.5") whole shell r
I
grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", 0.5" whole shell @ 12.6',
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
N
U
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -45A X = 3,019,192 Y = 847,737
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 07 -31 -14 10:43 07 -31 -14 10:48
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -51.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 4.7 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 14.5 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-51.2 0.0 J
IOy
0
Jetted to 9.8
-61.0
9.8
-
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-62.6
11.4 whole shell, shell fragments up to (0.5'W.25"),
° whole shells up to 0.5 ", (1.0'W.5") whole shell r
\ (� 11.0'. olive (5Y -5/3). (SW). /
SAND, fine
grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", 0.5" whole shell @ 12.6',
0.1' medium grained pocket @ 13.1', (1.0'x0.5 ")
65.7
N
14.5 pocket of clay @ 12.5', Expansion from 13.6' to
_
145, olive arav (5Y -5/2). (SP). l
0
N
U
End of Boring
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-5
Sample #1, Depth = 10.6' -10
1 Mean (mm): 0.46, Phi Sorting: 1.07
Fines (230): 0.65% (SW)
Sample #2, Depth = 12.0'
2 Mean (mm): 0.26, Phi Sorting: 0.50
Fines (230):1.08% (SP)
-15
-20
P141

DRILLING LOG DIVISION
Boring Designation DCVC -14 -46
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -46
X = 3,018,387 Y = 846,920
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -28 -14 14:46 07 -28 -14 14:52
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -54.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 11.0 Ft.
SB
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-54.1 0.0 J
my
SAND, medium grained, quartz, trace shell
Sample ;7'l, Ueptn = U.1'
't °� `
fragments, trace shell hash, trace silt, shell
1 Mean (mm): 0.54, Phi Sorting: 0.97
55.3 1.2
fragments up to 0.25 ", (05x0.75 ") shell
Fines (230): 0.73% (SW)
° I
fragment @ 1.2', light olive brown (2.5Y -5/3),
(SW).
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
",
Sample #2, Depth = 35
whole shell, shell fragments up to 0.75 whole
"x1.0 "),
2 Mean (mm): 0.45, Phi Sorting: 0.84
shells up to (1.25 0.3' fine grained
Fines (230): 0.59% (SP)
pocket @ 4.9', 0.2' pocket of shell fragments up
-
to 0.75" @ 6.2', grayish brown (2.5Y -5/2), (SP).
-60.7 6.6
SAND, fine grained, quartz, trace shell
• . •
fragments, trace shell hash, trace silt, shell
Sample #3, Depth = 7.7'
fragments up to (1.0'x0.5 "), (0.75 "x0.5 ") whole
3 Mean (mm): 0.32, Phi Sorting: 0.72
::.
shells @ 7.4'& 7.6', grayish brown (2.5Y -5/2),
Fines (230): 0.78% (SP)
-63.3 9.2
(SP).
°
SAND, fine grained, quartz, trace shell
Sample #4, Depth = 10.4'
- . ° ,
fragments, trace shell hash, trace silt, trace
4 Mean (mm): 0.25, Phi Sorting: 0.57
whole shell, shell fragments up to (05x0.25 ")'
Fines (230): 1.60% (SP)
-65.1 11.0
whole shells up to (0.75"x0.5"), 1.0" whole shell
@ 10.2', (15'4.75 ") shell fragment @ 11.0',
(1.0 "x0.5 ") pocket of organics @ 10.8',
Expansion from 10.0' to 11.0', grayish brown
(2.5Y -5/2), (SP).
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Jetted to 11.4'
-66.0
11.4
Boring Designation DCVC- 14 -46A
SAND, medium grained, quartz, trace shell
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
whole shells up to 0.75 ", (1.5 "x1.0 ") shell
-68.5
I
-69.0
14.4 .. (2.5Y -4/2), (SP). -
N
SAND, fine grained, quartz, trace shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
ofragments,
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -46A X = 3,018,358 Y = 846,913
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
whole shell, shell fragments & whole shells up
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
0
w
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
a
o _
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -31 -14 10:22 07 -31 -14 10:25
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -54.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 5.1 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 16.5 Ft.
SB
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-54.6 0.0 J
IOy
0
Jetted to 11.4'
-66.0
11.4
SAND, medium grained, quartz, trace shell
-67.1
12.5 ° ° ° • fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (0.75 "x0.5 "),
whole shells up to 0.75 ", (1.5 "x1.0 ") shell
-68.5
13.9 fragment @ 12.0', dark grayish brown
-69.0
14.4 .. (2.5Y -4/2), (SP). -
N
SAND, fine grained, quartz, trace shell
-
fragments, trace shell hash, trace silt, shell
• fragments up to (0.75 "4.5 "), 0.5" whole shell
@ 12.8', (1.5 "x0.5 ") shell fragment @ 13.6', 0.3'
71.1
o
16.5 siltv}�ocket Ca) 13.8', olive grav (5Y -4/2), (SP).
S ND, medium grained, quartz,
shell - /�
ofragments,
trace shell hash, trace silt, shell
J _
fragments up to (0.5'W.75"), 0.75" whole shell
[ 14.2', pravish brown (2.5Y -5/2), (SP).
AND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
N _
whole shell, shell fragments & whole shells up
to 0.5 ", 1.0" shell fragment @ 15.9', silt
X' _
increases with depth, Expansion from 14.8' to
0
16.5', Bit Sample from 16.4' to 16.5', olive gray
(5Y -4/2), (SP).
0
w
End of Boring
0
a
o _
0
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-5
-10
VC46 S #2 Sample #VC46 S #2, Depth= 11.4'- 12.5'
VC46 S #3 Sample #VC46 S #3, Depth = 12.6- 13.9'
VC46 S #2
-15
-20
P141

Sample #1, Depth = 3.0'
1 Mean (mm): 0.40, Phi Sorting: 0.84
Fines (230): 0.61% (SP)
Sample #2, Depth = 7.0'
2 Mean (mm): 0.22, Phi Sorting: 0.58
Fines (230):1.92% (SP)
Sample #3, Depth = 10.6'
3 Mean (mm): 0.16, Phi Sorting: 0.58
Fines (230): 3.77% (SP -SM)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
Boring Designation DCVC -14 -47
fragments, trace shell hash, trace silt, trace
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
(2.5Y -5/4), (SP).
-66.8 _ 6.1
I
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
_
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -47 X = 3,017,553 Y = 846,211
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
fragment @ 12.1', 0.1' pocket of shell
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
N
No Recovery.
�i
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
w
J -
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -28 -14 15:19 07 -28 -14 15:26
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -60.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 12.7 Ft.
a
o _
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 13.5 Ft.
SAJ FORM 1836
TM
O
JUN 04
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
607 00
0(4
Sample #1, Depth = 3.0'
1 Mean (mm): 0.40, Phi Sorting: 0.84
Fines (230): 0.61% (SP)
Sample #2, Depth = 7.0'
2 Mean (mm): 0.22, Phi Sorting: 0.58
Fines (230):1.92% (SP)
Sample #3, Depth = 10.6'
3 Mean (mm): 0.16, Phi Sorting: 0.58
Fines (230): 3.77% (SP -SM)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (1.0'x0.5 "),
whole shells up to 0.75 ", light olive brown
(2.5Y -5/4), (SP).
-66.8 _ 6.1
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
68.8 _ g.1
fragments up to 0.25 ", dark gray (5Y -4/1), (SP).
SAND, fine grained, quartz, trace shell
-69.8 9.1
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments & whole shells up
1
_
to 0.5 ", light olive brown (2.5Y -5/4), (SP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", (1.0'x0.75 ") shell
72 9 12 2
fragment @ 12.1', 0.1' pocket of shell
-73.4 12.7 J 1 i 1
\ fragments @ 11.3', silt increases with depth,
dark
very( gray �5Y -3/1), (SP -SM). /
Silty SAND, fine grained, quartz, trace shell
-74.2 13.5
Bit Sample from 12.5' to 12.7', black
I
Ihash,
(5Y- 2.5/1), (SM).
N
No Recovery.
�i
End of Boring
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
Sample #1, Depth = 3.0'
1 Mean (mm): 0.40, Phi Sorting: 0.84
Fines (230): 0.61% (SP)
Sample #2, Depth = 7.0'
2 Mean (mm): 0.22, Phi Sorting: 0.58
Fines (230):1.92% (SP)
Sample #3, Depth = 10.6'
3 Mean (mm): 0.16, Phi Sorting: 0.58
Fines (230): 3.77% (SP -SM)
0
-5
-10
-15
-20
25

r -
-81.9 14.6
N
I� -
o End of Boring
0
-
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -48
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -48
X=3,017,718 Y = 847,710
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -28 -14 15:54 07 -28 -14 15:57
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16. ELEVATION TOP OF BORING -67.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.3 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 14.6 Ft.
BP
O
-W
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-67.3 0.0
0am
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 2.1'
whole shell, shell fragments up to (1.0'x0.25 "),
1 Mean (mm): 0.19, Phi Sorting: 0.70
whole shells up to (0.75'W.5"), 2.0" shell
Fines (230): 2.77% (SP)
fragment @ 2.2', gray (2.5Y -5/1), (SP).
-70.4 3.1
SAND, fine grained, quartz, little silt, trace shell
Sample #2, Depth = 4.6'
fragments, trace shell hash, shell fragments up
",
2 Mean (mm): 0.12, Phi Sorting: 0.60
-
to 0.25 2.0" pocket of clay @ 5.6', very dark
Shell Hash: 0 %, Fines (230): 10.40% (SM)
gray (5Y-3/1), (SM).
-73.7 6.4
SAND, fine grained, quartz, trace shell hash,
74.6 7.3
trace silt gray (5Y -5/1) (SP -SM).
SAND, fine grained, quartz, some silt, trace
shell hash, very dark gray (5Y -3/1), (SM).
-76.5 9.2
f
SAND, fine grained, quartz, trace shell hash,
-77.3 10.0
trace silt, 0.1' clayey pocket @ 10.0', gray
J5Y -5/1), (SP -SM).
/r
SAND, me ium grained, quartz, trace shell
I
hash, trace silt, grav (5Y -6/1). (SP).
No Recovery.
r -
-81.9 14.6
N
I� -
o End of Boring
0
-
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -49
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -49
X = 3,018,562 Y = 848,419
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -28 -14 16:20 07 -28 -14 16:25
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -56.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 9.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 9.4 Ft.
Bp
O
--
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W
Depths and elevations based on measured values REC. OQ
-56.9 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 1.9'
whole shell, shell fragments up to (11.0'W.5"),
1 Mean (mm): 0.38, Phi Sorting: 0.67
whole shells up to 0.5 ", 1.5" whole shell @ 2.6',
Fines (230): 0.85% (SP)
light olive brown (2.5Y -5/4), (SP).
-60.7 3.8
-
SAND, medium grained, quartz, trace shell
Sample #2, Depth = 5.5'
fragments, trace shell hash, trace silt, trace
2 Mean (mm): 0.42, Phi Sorting: 0.70
whole shell, shell fragments & whole shells up
",
Fines (230): 0.76% (SP)
to 0.5 olive (5Y -5/3), (SP).
-64.5 7.6
°,
SAND, fine grained, quartz, trace shell
Sample #3, Depth = 8.6'
. °
fragments, trace shell hash, trace silt, trace
3 Mean (mm): 0.31, Phi Sorting: 0.67
whole shell, shell fragments up to (0.25 "4.5 ")'
Fines (230): 0.88% (SP)
-66.3 9.4
whole shells up to 0.25 ", 0.1' medium grained
_
I
pocket @ 8.9', Expansion from 8.8' to 9.4', olive
arav (5Y -5/2). (SP).
End of Boring
s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

-5
VC49 S #3 Sample #VC49 S #3, Depth = 8.6'- 9.9'
-10
Sample #1, Depth = 11.2'
1 Mean (mm): 0.24, Phi Sorting: 0.62 -
Fines (230):1.22% (SP)
Sample #2, Depth = 13.0'
2 Mean (mm): 0.20, Phi Sorting: 1.04
Shell Hash: 1 %, Fines (230): 5.15 %(SW -SM)
-15
-20
Fk7
Jetted to 8.6'.
Boring Designation DCVC- 14 -49A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
-66.9 _ 9.9
whole shell, shell fragments up to (0.75 "x0.5 "),
• °
I
(5Y -5/2), (SP).
• • •
SAND, fine grained, quartz, trace shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -49A X = 3,018,547 Y = 848,431
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
shell fragments up to (1.25x0.75 "), whole
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
w
J -
a
v
0
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
X
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 07 -31 -14 12:44 07 -31 -14 12:48
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -57.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 5.3 Ft.
JUN 02
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 13.9 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-57.0 0.0 J
IOy
0
-5
VC49 S #3 Sample #VC49 S #3, Depth = 8.6'- 9.9'
-10
Sample #1, Depth = 11.2'
1 Mean (mm): 0.24, Phi Sorting: 0.62 -
Fines (230):1.22% (SP)
Sample #2, Depth = 13.0'
2 Mean (mm): 0.20, Phi Sorting: 1.04
Shell Hash: 1 %, Fines (230): 5.15 %(SW -SM)
-15
-20
Fk7
Jetted to 8.6'.
-65.6 8.6
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-66.9 _ 9.9
whole shell, shell fragments up to (0.75 "x0.5 "),
• °
I whole shells up to (11.0'W.5"), olive gray
(5Y -5/2), (SP).
• • •
SAND, fine grained, quartz, trace shell
-69.1 _ 12.1
fragments, trace shell hash, trace silt, shell
fragments up to (0.75x0.5 "), (1.0 "x0.25 ") r
I pocket of clay @ 10.8', 0.1' pocket of clay @ I
11.8', arav (5Y -5/1) (SP).
-70.9 13.9
SAND, fine grained, quartz, little silt, trace shell
fragments, trace shell hash, trace whole shell,
N
shell fragments up to (1.25x0.75 "), whole
F -
shells up to 1.0 ", Expansion from 13.4' to 13.9',
dark arav (5Y -4/1), (SM).
-
U
a
End of Boring
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
-5
VC49 S #3 Sample #VC49 S #3, Depth = 8.6'- 9.9'
-10
Sample #1, Depth = 11.2'
1 Mean (mm): 0.24, Phi Sorting: 0.62 -
Fines (230):1.22% (SP)
Sample #2, Depth = 13.0'
2 Mean (mm): 0.20, Phi Sorting: 1.04
Shell Hash: 1 %, Fines (230): 5.15 %(SW -SM)
-15
-20
Fk7

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -50
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -50
X = 3,020,297 Y = 849,858
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -28 -14 16:48 07 -28 -14 16:53
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -57.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.4 Ft.
TM
O
--
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W
Depths and elevations based on measured values REC. OQ
-57.9 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 2.7'
whole shell, shell fragments & whole shells up
1 Mean (mm): 0.31, Phi Sorting: 0.59
to 0.5 ", 1.0" whole shell @ 3.7', olive gray
Fines (230):1.21% (SP)
(5Y -4/2), (SP).
-63.1 - 5.2
°
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #2, Depth = 6.5'
whole shell, shell fragments up to 0.5 ", whole
2 Mean (mm): 0.47, Phi Sorting: 0.96
-65.1 7.2 > ° °
shells up to 0.25 ", (2.75 "x1.25 ") whole shell @
Fines (230): 0.95% (SW)
1
7.1', 1.0" whole shell @ 7.1', light olive brown
r
(2.5Y -5/4), (SW).
/
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
1
fragments up to 0.25 ", (15x0.5 ") shell
_
fragment @ 9.9', Expansion from 9.6' to 10.4',
-68.3 10.4
olive gray (5Y -4/2), (SPl
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -51
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
DEPTH w
(ft) W
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
mn
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -51
X = 3,020,476 Y = 846,130
fragments, trace shell hash, trace silt, shell
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
I shell @ 1.1', light yellowish brown (2.5Y -6/4), r
13.
TOTAL NUMBER CORE BOXES
Brian McCord
2.4
(SW). I
Mean (mm): 0.37, Phi Sorting: 0.69
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -30 -14 07:59 07 -30 -14 08:03
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -52.8 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 13.1 Ft.
3
Mean (mm): 0.34, Phi Sorting: 0.63
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
13.1 Ft.
Fines (230): 0.57% (SP)
Bp
ELEV.
(ft)
O
DEPTH w
(ft) W
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL
OQ
REMARKS
-52.8
0.0
mn
SAND, medium grained, quartz, trace shell
Sample ;7'i, Ueptn = U.b'
54.0
1.2 't °�`
fragments, trace shell hash, trace silt, shell
1
Mean (mm): 0.55, Phi Sorting: 0.95
fragments up to (1.5 "x1.0 "), (0.75 "x0.5 ") whole
Fines (230): 0.63% (SW)
e °
I shell @ 1.1', light yellowish brown (2.5Y -6/4), r
2
Sample #2, Depth = 1.8'
-55.2
2.4
(SW). I
Mean (mm): 0.37, Phi Sorting: 0.69
' .
SAND, fine grained, quartz, trace shell
Fines (230): 0.67% (SP)
fragments, trace shell hash, trace silt, shell
fragments up to 0.75 ", (1.5 "x1.25 ") shell
fragment @ 2.3', (0.75 "x0.5 ") whole shell @
Sample #3, Depth = 4.6'
2.4', olive (5Y -5/3), (SP).
3
Mean (mm): 0.34, Phi Sorting: 0.63
-
SAND, fine grained, quartz, trace shell
Fines (230): 0.57% (SP)
fragments, trace shell hash, trace silt, shell
-59.3
6.5 .' '
fragments up to (1.0'x0.75 "), light olive brown
(2.5Y -5/3), (SP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
2
fragments up to 0.5 ", 1.0" whole shell @ 8.4',
-61.6
8.8
olive (5Y -5/3), (SP).
SAND, fine grained, quartz, trace shell
-62.7
9.9 • ° °
fragments, trace shell hash, trace silt, shell
3
-6111 -
1 n_3
fragments up to 0.5 ", light olive brown
1
(2.5Y -5/3) (SP).
SAND, medium grained, quartz, trace shell
Sample #4, Depth = 11.7'
fragments, trace shell hash, trace silt, shell
fragments up to (1.0'x0.75 "), light yellowish
4
Mean (mm): 0.30, Phi Sorting: 0.56
brown (2.5Y -6/4), (SW).
Fines (230): 0.92% (SP)
-65.9
13.1
SAND, fine grained, quartz, trace shell _
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.25 ", whole
shells up to 0.5 ", (1.0 "x0.5 ") shell fragment @
_
127, Expansion from 11.3' to 13.1', olive
(5Y -5/3), (SP).
0
-
ai
o
End of Boring
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -52
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -52 X = 3,019,648 Y = 845,391
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 07 -30 -14 08:26 07 -30 -14 08:32
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -51.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.9 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 8.3 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-51.1 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.75 ", whole
Sample #1, Depth = 3.6'
shells up to 0.5 ", (1.0'x0.75 ") shell fragment @
1 Mean (mm): 0.38, Phi Sorting: 0.70
0.4', (2.75 "x1.75 ") whole shell @ 1.3', medium
Fines (230): 0.80% (SP)
grained pocket @ 1.1', light olive brown
- (2.5Y -5/4), (SP).
-58.4 7.3
Sample #2, Depth = 7.6'
-59.0 7.9 SAND, fine grained, quartz, trace shell
2 Mean (mm): 0.37, Phi Sorting: 0.68
trace shell hash, trace silt, shell
r Fines (230): 0.60% (SP)
`fragments,
fragments up to 0.25 ", olive gray (5Y -4/2), (SP).
/r
1 No Recovery.
I
- End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

401
Jetted to 7.5'.
Boring Designation DCVC- 14 -52A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
-59.8 8.8
fragments up to 0.25 ", 1.0" whole shell @ 8.0',
Sample #2, Depth = 12.6'
I
• ° •
SAND, medium grained, quartz, trace shell
61.6 10.6
fragments, trace shell hash, trace silt, trace
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -52A X = 3,019,648 Y = 845,385
° • •
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
olive grav (5Y -4/2), (SP).
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
N _
U
X
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
cn -
O
K
a
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -30 -14 09:07 07 -30 -14 09:10
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -51.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 7.1 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 14.6 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-51.0 0.0 J
IO(n
0
401
Jetted to 7.5'.
-58.5 7.5
Sample #1, Depth = 9.5'
SAND, fine grained, quartz, trace shell
1 Mean (mm): 0.53, Phi Sorting: 0.82
fragments, trace shell hash, trace silt, shell
-59.8 8.8
fragments up to 0.25 ", 1.0" whole shell @ 8.0',
Sample #2, Depth = 12.6'
\ olive qrav �5Y -4/2), (SP).
• ° •
SAND, medium grained, quartz, trace shell
61.6 10.6
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments & whole shells up
to 0.25 ", (2.5 "x1.0 ") shell fragment @ 9.2',
(1.0 "x0.5 ") shell fragment @ 10.0', light olive
brown (2.5Y -5/4), JSP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.25 ", whole
° • •
shells up to 1.0 ", Expansion from 137 to 14.6',
-65.6 14.6 .'..
N
olive grav (5Y -4/2), (SP).
End of Boring
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
401
-5
VC 52 Sample #VC 52 S #2, Depth = 7.5'- 8.8'
S #2
Sample #1, Depth = 9.5'
1 Mean (mm): 0.53, Phi Sorting: 0.82
Fines (230): 0.51 % (SP)
-10
Sample #2, Depth = 12.6'
2 Mean (mm): 0.30, Phi Sorting: 0.65
Fines (230): 0.92% (SP)
-15
-20
401

DRILLING LOG DIVISION
Boring Designation DCVC -14 -53
INSTALLATION (SHEET 1
OF 1 SHEETS
1.
PROJECT
CLASSIFICATION OF MATERIALS
9.
SIZE AND TYPE OF BIT 4.0 In.
Depths and elevations based on measured values REC.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
SAND, medium grained, quartz, trace shell
North Carolina State Plane NAD 1983 NAVD 88
2.
BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -53
X = 3,018,800 Y = 844,670
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3.
DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
SAND, medium grained, quartz, trace shell
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4.
NAME OF DRILLER
whole shell, shell fragments up to 0.5 ", whole
13.
TOTAL NUMBER CORE BOXES
shells up to 0.25 ", (1.25 "x1.0 ") whole shell @
Brian McCord
4.4', liqht olive brown (2.5Y -5/4), (SW).
SAND, medium grained, quartz, trace shell
14.
ELEVATION GROUND WATER
5.
DIRECTION OF BORING
i DEG. FROM i BEARING
shells up to 0.25 ", 1.25" shell fragment at 10.9',
® VERTICAL
i VERTICAL i
olive gray (5Y -4/2), (SP).
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -30 -14 09:38 07 -30 -14 09:42
6,
THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -53.7 Ft.
7.
DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 13.7 Ft.
137, very dark gray (5Y -3/1), (SM).
0
16.
SIGNATURE AND TITLE OF INSPECTOR
6.
TOTAL DEPTH OF BORING
13.7 Ft.
0
a
TM
ELEV. DEPTH
O
w
CLASSIFICATION OF MATERIALS
(ft) (ft)
t9
A
Depths and elevations based on measured values REC.
-53.7 0.0
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.0 ", whole
shells up to 0.5 ", grayish brown (2.5Y -5/2),
(SW).
-57.8 4.1
SAND, medium grained, quartz, trace shell
-59.0 - 5.3
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.5 ", whole
shells up to 0.25 ", (1.25 "x1.0 ") whole shell @
4.4', liqht olive brown (2.5Y -5/4), (SW).
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.0 ", whole
shells up to 0.25 ", 1.25" shell fragment at 10.9',
_
olive gray (5Y -4/2), (SP).
-66.0 12.3
SAND, fine grained, quartz, trace shell
-67.1 13.4
fragments, trace shell hash, trace silt, shell
-Fz ,t 13 �.
r
fra�ments up to 0.25 ", dark gray (5Y -4/11, (SP). �
D, fine Tittle Bit $ample
N
grained, quartz, silt,
I from 13.4' to 13.7', Expansion from 11.3' to
-
137, very dark gray (5Y -3/1), (SM).
0
End of Boring
0
a
w
J -
a
0 -
v
0
N _
U
X
ca
O
cn -
0
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0'
CL
X2 REMARKS
IOy
Sample #1, Depth = 2.1'
1 Mean (mm): 0.53, Phi Sorting: 1.05
Fines (230): 0.69% (SW)
Sample #2, Depth = 4.7'
2 Mean (mm): 0.65, Phi Sorting: 0.95
Fines (230): 0.70% (SW)
Sample #3, Depth = 9.3'
3 Mean (mm): 0.43, Phi Sorting: 0.84
Fines (230): 1.00% (SP)
Sample #4, Depth = 13.0'
4 Mean (mm): 0.22, Phi Sorting: 0.57
Fines (230):1.30% (SP)
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -54
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
DEPTH w
(ft) 0
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
my
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -54
X = 3,017,962 Y = 843,967
fragments, trace shell hash, trace silt, trace
"4.5 "),
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
whole shells up to 0.75 (1.75 shell
13.
TOTAL NUMBER CORE BOXES
Brian McCord
fragments @ 3.4' and 3.6', light olive brown
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
-63.2
4.8
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -30 -14 10:07 07 -30 -14 10:11
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -58.4 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 11.9 Ft.
2
Mean (mm): 0.33, Phi Sorting: 0.84
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
11.9 Ft.
Fines (230): 0.85% (SP)
Bp
ELEV.
(ft)
O
DEPTH w
(ft) 0
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL
OQ
REMARKS
-58.4
0.0 J
my
SAND, medium grained, quartz, trace shell
°
fragments, trace shell hash, trace silt, trace
"4.5 "),
Sample #1, Depth = 2.5'
whole shell, shell fragments up to (0.75
", "x1.25 ")
1
Mean (mm): 0.76, Phi Sorting: 1.22
whole shells up to 0.75 (1.75 shell
Fines (230): 0.49% (SW)
fragments @ 3.4' and 3.6', light olive brown
(2.5Y -5/4), (SW).
-63.2
4.8
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
"),
Sample #2, Depth = 7.6'
fragments up to (05'4.25 02 pocket of
2
Mean (mm): 0.33, Phi Sorting: 0.84
whole shells @ 7.0', 0.1' medium grained
Fines (230): 0.85% (SP)
pocket @ 8.3', 0.2' silty pocket @ 10.1', olive
gray (5Y -5/2), (SP).
-68.9
10.5 ' ' '
Sample #3, Depth = 10.8'
-69.4
11.0 ' ,
SAND, medium grained, quartz, trace shell
3
Mean (mm): 0.51, Phi Sorting: 0.92
.
fragments, trace shell hash, trace silt, shell r
4
Fines (230): 0.50% (SW)
-70.3
11.9
fragments up to (11.0'W.5"), light olive brown I
I
Sample #4, Depth = 11.5'
(2.5Y -5/3), (SW).
Mean (mm): 0.23, Phi Sorting: 0.61
SAND, fine grained, quartz, trace shell
Fines (230): 0.66% (SP)
fragments, trace shell hash, trace silt, shell
fragments up to (05'4.25 "), (0.75 "4.5 ") whole
shell at 11.0', (2.5 "x1.5 ") whole shell at 11.1',
N
Expansion from 11.0' to 11.9', gray (5Y -5/1),
F
-
(SP).
0
End of Boring
0
a
w
J
-
a
0
v
0
-
N
U
_
X
ca
O
cn
0
K
a
-
w
0
-
a
o
_
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -55
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -55
X = 3,021,318 Y = 846,864
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 07 -30 -14 10:37 07 -30 -14 10:43
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -57.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.3 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.3 Ft.
TM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-57.2 0.0
mn
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 3.0'
fragments, trace shell hash, trace silt, trace
",
1 Mean (mm): 0.30, Phi Sorting: 0.62
whole shell, shell fragments up to 0.5 whole
",
Fines (230): 0.82% (SP)
shells up to 1.0 olive gray (5Y -4/2), (SP).
-63.5 6.3 '
"
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #2, Depth = 7.3'
whole shell, shell fragments up to 0.5 ", whole
2 Mean (mm): 0.45, Phi Sorting: 0.90
-65.6 8.4 > °
shells up to 0.25 ", (1.0'W.5") shell fragment @
Fines (230): 0.69% (SW)
7.3', olive brown (2.5Y -4/3), (SW).
l
SAND, fine grained, quartz, trace shell
1
-67.0 9.8
fragments, trace shell hash, trace silt, shell
Sample #3, Depth = 10.1'
-67.5 - 10.3 ... \
fragments up to 0.25 ", 1.0" shell fragment @
f- 3 Mean (mm): 0.22, Phi Sorting: 0.57
9.3', olive gray J5Y -4/2), (SP).
SAND, fine grained, quartz, trace shell
% Fines (230):1.51% (SP)
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", Expansion from 10.1' to
10.3', dark gray (5Y -4/1), (SP).
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC- 14 -55A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -55A X = 3,021,309 Y = 846,851
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -30 -14 11:17 07 -30 -14 11:21
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -57.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 1.8 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 11.0 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-57.2 0.0 J
IOy
Jetted to 7.7'.
-64.9 7.7
SAND, medium grained, quartz, trace shell
VC 55 Sample #VC 55 S #2, Depth = 7.7'- 8.6'
65.8 8.6 fragments, trace shell hash, trace silt, trace
S #2
whole shell, shell fragments up to 0.5 ", whole
r
VC 55 Sample #VC 55 S #1, Depth = 8.6'- 9.5'
-66.7 9.5 I shells up to 0.25 ", (2.0'W.25") shell fragment
S #1
- (c7 8.4', olive brown (2.5Y -4/3), (SW,.
SAND, fine grained, quartz, trace shell
-68.2 11.0 fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", olive graV (5Y -4/2), (SP).
No Recovery.
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -56
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -56 X = 3,022,142 Y = 847,573
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75. DATE BORING 07 -30 -14 11:43 07 -30 -14 11:50
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -59.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.7 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.7 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-59.6 0.0
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
", "x0.5 ")
Sample #1, Depth = 3.6'
e #11, Depth
fragments up to 0.25 (0.75 shell
1 Mean Phi Sorting: 0.39
fragment @ 1.0', 1.0" medium grained pocket
"x0.75 ")
Fines (mm): 1.05% (SP)
@ 1.1', (2.0 pocket of clay @ 6.1', gray
- (5Y -5/1), (SP).
-67.0 7.4
SAND, fine grained, quartz, trace shell hash,
Sample #2, Depth = 9.1'
trace silt, Expansion from 10.0' to 10.7', gray
2 Mean (mm): 0.22, Phi Sorting: 0.43
(5Y -5/1), (SP).
Fines (230):1.03% (SP)
-70.3 10.7
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -57
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -57 X = 3,020,261 Y = 844,642
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -30 -14 12:51 07 -30 -14 12:56
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -54.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 9.8 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 9.8 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-54.3 0.0
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
Sample #1, Depth = 5.3'
- fragments up to (05x0.75 "), 0.3' medium
1 Mean (mm): 0.33, Phi Sorting: 0.63
° • • grained pocket @ 1.9', Expansion from 9.7' to
Fines (230): 0.71 % (SP)
9.8', olive (5Y -5/3), (SP).
-64.1 9.8
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Jetted to 9.7'
-64.0
-
9.7
Boring Designation DCVC- 14 -57A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
whole shell, shell fragments up to (0.25 "4.5 "),
-65.8
11.5 °
I
o°
(SW).
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -57A X = 3,020,261 Y = 844,642
-
F
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
a
o
J -
End of Boring
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -30 -14 13:21 07 -30 -14 13:25
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -54.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 7.1 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 16.8 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-54.3 0.0 J
IOy
0
Jetted to 9.7'
-64.0
-
9.7
SAND, fine grained, quartz, trace shell
° o
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (0.25 "4.5 "),
-65.8
11.5 °
whole shells up to (1.0 "x1.25 "), olive (5Y -5/3),
o°
(SW).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", 1.25" shell fragment @
11.6', (1.25 "x1.0 ") shell fragment @ 16.3',
(1.0 "x1.5 ") medium grained pocket @ 16.5', Bit
-
F
Sample from 16.6' to 16.8', Expansion from
14.7' to 16.8', olive gray (5Y -5/2), (SP).
0 71.1
16.8
a
o
J -
End of Boring
a
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v
0
N
U
X
ca
O
cn -
O
K
a
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0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-5
Sample #1, Depth = 10.6' -10
1 Mean (mm): 0.34, Phi Sorting: 0.95
Fines (230): 0.80% (SW)
Sample #2, Depth = 14.4'
2 Mean (mm): 0.20, Phi Sorting: 0.58
Fines (230): 2.36% (SP) -15
-20
401

End of Boring
s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
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O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -58
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -58
X = 3,018,641 Y = 843,165
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i
75. DATE BORING 07 -30 -14 13:51 07 -30 -14 13:57
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -57.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 12 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 12.0 Ft.
Bp
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-57.8 0.0
mn
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 1.2'
whole shell, shell fragments up to (11.5 "4.75 "),
1 Mean (mm): 0.50, Phi Sorting: 0.89
°
whole shells up to (1.25 "x1.0"), light olive brown
Fines (230): 0.71% (SW)
60.0 2.2
(2.5Y -5/4). (SW).
SAND, fine grained, quartz, trace shell
#2
Sample e #2, Depth = 3.7'
fragments, trace shell hash, trace silt, trace
"x0.5 ")'
,
2 Mean 0.24, Phi Sorting: 0.58
_
whole shell, shell fragments up to (0.75
",
Fines (mm): 1.24% (SP)
whole shells up to 0.5 olive (5Y -5/3), (SP).
-64.8 7.0
SAND, medium grained, quartz, trace shell
Sample #3, Depth = 7.8'
fragments, trace shell hash, trace silt, shell
", "x1.75 ")
3 Mean (mm): 0.44, Phi Sorting: 0.89
fragments up to 0.25 (1.0 shell
Fines (230): 0.43% (SW)
-66.7 8.9
fragment @ 7.3', (2.5 "x1.75 ") shell fragment @
1
7.5', 0.5" shell fragment @ 8.6', 0.2' fine
grained Docket (a).8.4'. olive (5Y -5/4). JSW).
-
SAND, fine grained, quartz, trace shell
Sample #4, Depth = 10.6'
fragments, trace shell hash, trace silt, trace
4 Mean (mm): 0.18, Phi Sorting: 0.55
whole shell, shell fragments & whole shells up
Fines (230): 2.61 % (SP)
-69.8 12.0
to (0.5 '4.25 "), Expansion from 11.8' to 12.0',
olive arav (5Y -5/2), (SP).
End of Boring
s
0
0
ai
U
0
W
0
J
a
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N
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O
K
a
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0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Sample #1, Depth = 3.2'
1 Mean (mm): 0.29, Phi Sorting: 0.64
Fines (230): 0.85% (SP)
Sample #2, Depth = 9.0'
2 Mean (mm): 0.21, Phi Sorting: 0.74
Fines (230):1.27% (SP)
Sample #3, Depth = 12.3'
3 Mean (mm): 0.28, Phi Sorting: 1.26
Fines (230): 2.68% (SW)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
Boring Designation DCVC -14 -59
fragments, trace shell hash, trace silt, trace
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
gray (5Y -4/2), (SP).
-67.5 6.8
I
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -59 X = 3,020,894 Y = 843,881
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
SAND, fine grained, quartz, trace shell hash,
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
K
a
w
J -
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
N _
U
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 07 -30 -14 14:30 07 -30 -14 14:35
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -60.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 13.5 Ft.
SAJ FORM 1836
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 13.5 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
607 00
0(4
Sample #1, Depth = 3.2'
1 Mean (mm): 0.29, Phi Sorting: 0.64
Fines (230): 0.85% (SP)
Sample #2, Depth = 9.0'
2 Mean (mm): 0.21, Phi Sorting: 0.74
Fines (230):1.27% (SP)
Sample #3, Depth = 12.3'
3 Mean (mm): 0.28, Phi Sorting: 1.26
Fines (230): 2.68% (SW)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments & whole shells up
to 0.75 ", (2.0 "x1.0 ") whole shell @ 1.2', olive
gray (5Y -4/2), (SP).
-67.5 6.8
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", 1.0' silty pocket @ 11.2',
silt increases with depth, very dark gray
-
(5Y -3/1), (SP).
-72.3 11.6 °
SAND, fine grained, quartz, little shell
fragments, little shell hash, trace silt, shell
-73.7 13.0
fragments up to 0.50 ", (1.0 "x0.5 ") shell
-74.2 13.5
fragment @ 11.8', 1.0' pocket of clay @ 12.7',
1 very dark arav (5Y -3/1), (SW).
SAND, fine grained, quartz, trace shell hash,
trace silt, Expansion from 11.0' to 13.5', very
-
dark arav (5Y -3/1), (SP).
0
o
End of Boring
K
a
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J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
Sample #1, Depth = 3.2'
1 Mean (mm): 0.29, Phi Sorting: 0.64
Fines (230): 0.85% (SP)
Sample #2, Depth = 9.0'
2 Mean (mm): 0.21, Phi Sorting: 0.74
Fines (230):1.27% (SP)
Sample #3, Depth = 12.3'
3 Mean (mm): 0.28, Phi Sorting: 1.26
Fines (230): 2.68% (SW)
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -60
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
0
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
0°y
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -60
X = 3,020,065 Y = 843,184
fragments, trace shell hash, trace silt, trace
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
shells up to 0.5 ", olive brown (2.5Y -4/3) , (SP). /
13.
TOTAL NUMBER CORE BOXES
Brian McCord
SAND, fine grained, quartz, trace shell
-
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
,
Mean Phi Sorting: 0.58
'STARTED i COMPLETED
I] INCLINED
i
75.
DATE BORING 07 -30 -14 15:05 07 -30 -14 15:10
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -57.7 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 13.6 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
13.6 Ft.
TM
ELEV. DEPTH
(ft) (ft)
O
w
0
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL
OQ
REMARKS
-57.7 0.0
0°y
SAND, medium grained, quartz, trace shell
Sample ;7'i, Ueptn = U.1'
fragments, trace shell hash, trace silt, trace
1
Mean (mm): 0.44, Phi Sorting: 0.70
-59.0 1.3
whole shell, shell fragments up to 0.25 ", whole `
Fines (230): 0.78% (SP)
shells up to 0.5 ", olive brown (2.5Y -4/3) , (SP). /
SAND, fine grained, quartz, trace shell
-
fragments, trace shell hash, trace silt, trace
#2
e #2, Depth
Sample Depth = 5.0'
whole shell, shell fragments & whole shells up
", "x0.5 ")
2
,
Mean Phi Sorting: 0.58
to 0.25 (1.25 shell fragment @ 7.7',
"x1.0 ")
Fines (230): 0.88% (SP)
(2.0 pocket of clay @ 5.7', 0.2' medium
grained pocket @ 6.0', olive gray (5Y -4/2), (SP).
-67.7 10.0
°
SAND, fine grained, quartz, trace shell
Sample #3, Depth = 10.7'
fragments, trace shell hash, trace silt, trace
3
Mean (mm): 0.36, Phi Sorting: 0.84
-69.1 11.4
whole shell, shell fragments up to (1.5 "x1.0"),
Fines (230): 0.76% (SP)
whole shells up to 0.75 ", 1.0" pocket of clay @
0 o c
1 10.9', olive brown (2.5Y -4/3). (SP). /
Sample #4, Depth = 12.3'
SAND, fine grained, quartz, trace shell
4
Mean (mm): 0.24, Phi Sorting: 1.01
-71.3 13.6
'
fragments, trace shell hash, trace silt, trace
Fines (230):1.56% (SW)
o
whole shell, shell fragments & whole shells up
to 1.0 ", 0.2' pocket of shell fragments @ 12.5', r
N
silt increases with depth, Expansion from 11.5' I
I
-
to 13.6', very dark arav (5Y -3/1), (SW).
0
End of Boring
0
a
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J -
a
0 -
v
0
N _
U
X
ca
O
cn -
0
K
a
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0
a
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O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

Sample #1, Depth = 2.2'
1 Mean (mm): 0.49, Phi Sorting: 0.81
Fines (230): 0.64% (SP)
Sample #2, Depth = 9.0'
2 Mean (mm): 0.37, Phi Sorting: 0.84
Fines (230):1.14% (SP)
Sample #3, Depth = 14.9'
3 Mean (mm): 0.22, Phi Sorting: 0.64
Fines (230):1.88% (SP)
0
-5
-10
-15
-20
25
SAND, medium grained, quartz, trace shell
Boring Designation DCVC -14 -61
fragments, trace shell hash, trace silt, trace
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
1.2', (2.0 "x1.0 ") whole shell @ 1.0', (1.5 "x1.0 ")
I
-60.5 3.8
(SP).
SAND, fine grained, quartz, trace shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -61 X = 3,019,233 Y = 842,451
-
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
whole shell, shell fragments & whole shells up
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
End of Boring
a
v
0
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
X
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 07 -30 -14 15:42 07 -30 -14 15:46
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -56.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 15.6 Ft.
JUN 02
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 15.6 Ft.
TM
O
-W
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
567 00 I
0(4
Sample #1, Depth = 2.2'
1 Mean (mm): 0.49, Phi Sorting: 0.81
Fines (230): 0.64% (SP)
Sample #2, Depth = 9.0'
2 Mean (mm): 0.37, Phi Sorting: 0.84
Fines (230):1.14% (SP)
Sample #3, Depth = 14.9'
3 Mean (mm): 0.22, Phi Sorting: 0.64
Fines (230):1.88% (SP)
0
-5
-10
-15
-20
25
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.75 ", whole
shells up to 1.0 ", (1.5 "x1.0 ') shell fragment @
1.2', (2.0 "x1.0 ") whole shell @ 1.0', (1.5 "x1.0 ")
whole shell @ 35, olive brown (2.5Y -4/3),
-60.5 3.8
(SP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.75 ", whole
shells up to 1.25 ", (1.5 "x1.0 ") whole shell @
_
107, 0.2' pocket of medium grained sand @
10.4', olive (5Y -4/3), (SP).
-71.0 14.3
N
SAND, fine grained, quartz, trace shell
-
fragments, trace shell hash, trace silt, trace
72.3 15.6
whole shell, shell fragments & whole shells up
to 0.5 ", 1.0" pockets of clay @ 14.5'& 15.4',
o
I Expansion from 12.9' to 15.6', very dark gray
a
(5Y -3/1), (SP).
w
0
End of Boring
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O
K
a
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0
a
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J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
Sample #1, Depth = 2.2'
1 Mean (mm): 0.49, Phi Sorting: 0.81
Fines (230): 0.64% (SP)
Sample #2, Depth = 9.0'
2 Mean (mm): 0.37, Phi Sorting: 0.84
Fines (230):1.14% (SP)
Sample #3, Depth = 14.9'
3 Mean (mm): 0.22, Phi Sorting: 0.64
Fines (230):1.88% (SP)
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -62
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
0
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
my
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -62
X = 3,018,404 Y = 841,730
0
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
whole shell, shell fragments up to (1.5 "x1.0"),
Sample #1, Depth = 3.3'
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
Mean (mm): 0.58, Phi Sorting: 1.04
® VERTICAL
i VERTICAL i
fragment @ 2.2', (1.5 "x1.0 ") whole shell @ 4.4',
'STARTED i COMPLETED
I] INCLINED
i
75.
DATE BORING 07 -30 -14 16:14 07 -30 -14 16:19
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -59.9 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 17 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
17.0 Ft.
Bp
ELEV. DEPTH
(ft) (ft)
O
w
0
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL
OQ
REMARKS
-59.9 0.0
J
my
0
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (1.5 "x1.0"),
Sample #1, Depth = 3.3'
whole shells up to 0.5 ", (2.0 "x1.75 ") shell
1
Mean (mm): 0.58, Phi Sorting: 1.04
o`
fragment @ 2.2', (1.5 "x1.0 ") whole shell @ 4.4',
Fines (230): 0.60% (SW)
°
(2.25 "x1.25 ") whole shell @ 5.0', light olive
brown (2.5Y -5/4), (SW).
-
-5
-65.8 5.9
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 6.5'
67.0 7.1
fragments, trace shell hash, trace silt, shell
2
Mean (mm): 0.24, Phi Sorting: 0.56
fragments up to 0.25 ", (0.75x0.5 ") whole shell r
Fines (230):1.24% (SP)
`
Ca) 65, olive qrav (5Y -4/2), (SP). /
Sample #3, Depth = 7.9'
SAND, medium grained, quartz, trace shell
3
Mean (mm): 0.44, Phi Sorting: 0.91
-68.5 8.6
>° °: s
fragments, trace shell hash, trace silt, shell
Fines (230): 0.53% (SW)
up to (0.5 "x0.25 "), (1.75 "x1.25 ")
(fragments
whole shell @ 7.9', light olive brown (2.5Y -5/3),
Sample #4, Depth = 9.9'
-
4
Mean (mm): 0.23, Phi Sorting: 0.60
-10
SAND, fine grained, quartz, trace shell
Fines (230): 1.25% (SP)
-70.9 11.0
.' '
°
fragments, trace shell hash, trace silt, shell
-
71.4 11.5
>
o
fragments up to (0.5 "x0.25 "), (2.75' x0.5 ") F�
I
3
• °
pocket of clay P. 9.4', olive gray f 5Y -5/2), (Sp). 1
2
-72.5 12.6
SAND, medium grained, quartz, trace shell _
Sample #5, Depth = 13.0'
73.3 13.4
fragments, trace shell hash, trace silt, shell
"x1.0 "),
5
Mean (mm): 0.20, Phi Sorting: 0.56
I fragments up to (1.5 light olive brown
Fines (230):1.35% (SP)
(2.5Y -5/3), (SW).
I
SAND, fine grained, quartz, trace shell
_
I fragments, trace shell hash, trace silt, shell
-15
1 fragments up to 0.25 ", 0.5' pocket of clay @
12.3', olive _gran (5Y -4/2), (SP). i
SAND, fine grained, quartz, trace shell hash,
76.9 17.0
WSAND,
trace silt, dark graX (5Y -4/1 1, (SP).
fine little silt, trace shell -
o
grained, quartz,
fragments, trace shell hash, trace whole shell,
shell fragments up to (1.0 "x0.75 "), whole shells
a
up to 0.5 ", (3.0 "x0.5 ") pocket of clay @ 135,
(3.0'x0.75 ") pocket of clay @ 13.9', Expansion
-
o
from 14.3' to 17.0', dark qrav (5Y -4/1), (SM).
-
-20
X' _
End of Boring
_
m
O
0
a
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a
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� SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
25
JUN 02
JUN 04

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -63
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -63 X = 3,020,708 Y = 842,435
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75. DATE BORING 07 -30 -14 16:55 07 -30 -14 16:58
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -55.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 13.3 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 13.3 Ft.
SB
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-55.6 0.0
mn
Sample #1, Depth = 3.8'
1 Mean (mm): 0.29, Phi Sorting: 0.54
Fines (230): 0.93% (SP)
_ SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.75 ", whole
shells up to 0.25 ", 0.75" rock @ 2.5', 0.75"
whole shell @ 4.9', little medium grained
pockets up to 0.3', grayish brown (2.5Y -5/2),
(SP).
Sample #3, Depth = 8.0'
3 Mean (mm): 0.32, Phi Sorting: 0.85
-
Fines (230): 0.60% (SP)
-68.0 12.4 .::
Sample #2, Depth = 13.1'
SAND, fine grained, quartz, trace shell hash,
2 Mean (mm): 0.20, Phi Sorting: 0.55
-68.9 13.3 trace silt, Expansion from 11.3 to 13.3', very
Fines (230): 2.54% (SP)
l
dark arav (5Y -3/11, (SP).
_ End of Boring
0
0
ai -
U
0
a
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J -
a
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N _
U
X
ca
O
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O
K
a
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0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Sample #1, Depth = 0.9'
1 Mean (mm): 0.62, Phi Sorting: 0.90
Fines (230): 0.67% (SW)
Sample #2, Depth = 4.0'
2 Mean (mm): 0.55, Phi Sorting: 0.87
Fines (230): 0.74% (SW)
Sample #3, Depth = 10.0'
3 Mean (mm): 0.52, Phi Sorting: 0.94
Fines (230): 0.76% (SW)
Sample #4, Depth = 14.5'
4 Mean (mm): 0.29, Phi Sorting: 0.75
Fines (230):1.42% (SP)
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -64
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
fragments up to 0.5 ", (1.0'x0.5 ") shell fragment
57.2
1.8
I
SAND, medium grained, quartz, trace shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
-
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -64 X = 3,019,043 Y = 840,963
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
_
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
-69.4
14.0
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
-
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 07 -30 -14 17:34 07 -30 -14 17:38
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -55.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 16.2 Ft.
14.6' to 16.2', olive (5Y -4/3), (SP).
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 16.2 Ft.
a
v
0
TM
O
N _
U
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
X
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
55 4 0 0 J
M(4
Sample #1, Depth = 0.9'
1 Mean (mm): 0.62, Phi Sorting: 0.90
Fines (230): 0.67% (SW)
Sample #2, Depth = 4.0'
2 Mean (mm): 0.55, Phi Sorting: 0.87
Fines (230): 0.74% (SW)
Sample #3, Depth = 10.0'
3 Mean (mm): 0.52, Phi Sorting: 0.94
Fines (230): 0.76% (SW)
Sample #4, Depth = 14.5'
4 Mean (mm): 0.29, Phi Sorting: 0.75
Fines (230):1.42% (SP)
0
-5
-10
-15
-20
25
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", (1.0'x0.5 ") shell fragment
57.2
1.8
(p). 0.6', dark vellowish brown (10YR -4/4). (SW).
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
°
whole shell, shell fragments up to 0.25 ", whole
shells up to 0.5 ", (1.0'x0.75 ") shell fragment @
-
45, brown (10YR -4/3), (SW).
-61.6
6.2 ,
SAND, medium grained, quartz, trace shell
_
fragments, trace shell hash, trace silt, trace
°
whole shell, shell fragments up to 1.25 ", whole
shells up to 0.5 ", olive gray (5Y -4/2), (SW).
-69.4
14.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-
whole shell, shell fragments up to 0.5 ", whole
71.6
16.2
shells up to 0.75 ", 1.0" clay pocket @ 14.8', 0.2'
O
medium grained pocket @ 15.2', Expansion
from
a
14.6' to 16.2', olive (5Y -4/3), (SP).
w
°
End of Boring
a
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N _
U
X
ca
O
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O
K
a
w -
°
a
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
Sample #1, Depth = 0.9'
1 Mean (mm): 0.62, Phi Sorting: 0.90
Fines (230): 0.67% (SW)
Sample #2, Depth = 4.0'
2 Mean (mm): 0.55, Phi Sorting: 0.87
Fines (230): 0.74% (SW)
Sample #3, Depth = 10.0'
3 Mean (mm): 0.52, Phi Sorting: 0.94
Fines (230): 0.76% (SW)
Sample #4, Depth = 14.5'
4 Mean (mm): 0.29, Phi Sorting: 0.75
Fines (230):1.42% (SP)
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -65
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search 10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES 11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -65
X = 3,018,886 Y = 839,507
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
12.
American Vibracore Services, Inc.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
5. DIRECTION OF BORING
i DEG. FROM i BEARING 14.
ELEVATION GROUND WATER
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i 75.
DATE BORING 07 -31 -14 07:28 07 -31 -14 07:32
6, THICKNESS OF OVERBURDEN 0.0 Ft. 16.
ELEVATION TOP OF BORING -61.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17.
TOTAL RECOVERY FOR BORING 9.7 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
9.8 Ft.
BP /CG
O
ELEV. DEPTH w
(ft) (ft) W
--
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-61.8 0.0 J
my
SAND, medium grained, quartz, trace shell
Sample #1, Depth = 0.7'
fragments, trace shell hash, trace silt, trace
1 Mean (mm): 0.98, Phi Sorting: 1.47
-63.2 1.4
whole shell, shell fragments up to (0.5 "4.25 "),
Fines (230): 0.55% (SW)
whole shells up to 0.5 ", (2.5 "x1.5 ") shell r
2 Sample #2, Depth = 1.8'
-64.0 2.2
fragment @ 1.3', light olive brown (2.5Y -5/4), I
I
Mean (mm): 0.35, Phi Sorting: 0.65
° ° c
64.9 3.1
(SW).
5 Fines (230): 0.91% (SP)
i SAND, fine grained, quartz, trace shell
Sample #5, Depth = 2.8'
°
fragments, trace shell hash, trace silt, trace
Mean (mm): 0.68, Phi Sorting: 1.07
°
whole shell, shell fragments up to (05'x0.25 "),
Fines (230): 0.69% (SW)
whole shells up to 0.5 ", light olive brown i!
-
(2.5Y -5/3) (SP).
°
SAND, medium grained, quartz, trace shell
Sample #3, Depth = 6.4'
°
fragments, trace shell hash, trace silt, trace
3 Mean (mm): 0.35, Phi Sorting: 0.89
whole shell, shell fragments up to (2.0 "x1.5 "),
Fines (230):1.20% (SW)
whole shells up to 1.5 ", light olive brown
(2.5Y -5/4), (SW).
°
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-70.8 9.0
°'
whole shell, shell fragments up to (1.25 "x1.5 "),
Sample #4, Depth = 9.2'
-71.5 9.7 ".'
whole shells up to 0.5 ", light olive gray (5Y -6/2),
4 Mean (mm): 0.18, Phi Sorting: 0.53
JSW). 1 =
SAND, fine
Fines (230): 2.77% (SP)
graine , quartz, trace shell hash,
trace silt, Bit Sample from 9.4' to 9.7', dark gray
(5Y -4/1), (SP).
No Recoverv.
End of Boring
s
0
0
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0
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O
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a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -66
INSTALLATION (SHEET 1
OF 1 SHEETS
1.
PROJECT
(ft) (ft) t9
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
fragments, trace shell hash, trace silt, trace
Outer Banks, NC
whole shell, shell fragments up to (1.25x0.75 "),
North Carolina State Plane NAD 1983 NAVD 88
2.
BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
fragments, trace shell hash, trace silt, trace
DCVC -14 -66
X = 3,019,704 Y = 840,227
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3.
DRILLING AGENCY
CONTRACTOR FILE NO.
5.4', 0.1' pocket of shell fragments @ 2.3',
I DISTURBED UNDISTURBED (UD)
(2.0 "x1.0 ") medium grained pocket @ 10.3',
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4.
NAME OF DRILLER
SAND, fine grained, quartz, trace shell
13.
TOTAL NUMBER CORE BOXES
Brian McCord
-69.4 12.8
olive gray (5Y -4/2), (SP).
°
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
14.
ELEVATION GROUND WATER
5.
DIRECTION OF BORING
i DEG. FROM i BEARING
(2.5Y -5/3), (SW).
o
SAND, fine grained, quartz, trace shell
® VERTICAL
i VERTICAL i
oto
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 07 -31 -14 08:24 07 -31 -14 08:29
6,
THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -56.6 Ft.
7.
DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 15.2 Ft.
w -
0
16.
SIGNATURE AND TITLE OF INSPECTOR
6.
TOTAL DEPTH OF BORING
15.2 Ft.
MODIFIED FOR THE FLORIDA DEP
SB
O
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
(ft) (ft) t9
Depths and elevations based on measured values REC.
-56.6 0.0
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-58.2 1.6 °
whole shell, shell fragments up to (1.25x0.75 "),
whole shells up to 1.0 ", light olive brown r
(2.5Y -5/4), (SW). /
SAND, fine grained, quartz, trace shell
_
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.75 ", whole
shells up to (1.25'x0.75 "), (1.25 "x1.0 ") shell
fragment @ 12.5', (2.0 "x1.0 ") pocket of clay @
5.4', 0.1' pocket of shell fragments @ 2.3',
(2.0 "x1.0 ") medium grained pocket @ 10.3',
light olive brown (2.5Y -5/3), (SP).
-67.1 10.5
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", 0.5" whole shell @ 11.3',
-69.4 12.8
olive gray (5Y -4/2), (SP).
°
SAND, medium grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
-71.1 14.5 ° n °
``/hole shell, shell fragments up to (2.5 "x1.5 "),
N
whole shells up to 0.75 ", light olive brown
r -71.8 - 15.2 '.'.°
(2.5Y -5/3), (SW).
o
SAND, fine grained, quartz, trace shell
�?
fragments, trace shell hash, shell fragments up
oto
(1.75 "x1.5 "), Expansion from 12.2' to 15.2',
dark arav (2.5Y -4/1), (SP).
W
0
End of Boring
a
v
0
N _
U
x
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0'
OCL
CL
X2 REMARKS
IOy
Sample #1, Depth = 0.9'
1 Mean (mm): 0.73, Phi Sorting: 1.19
Fines (230): 0.64% (SW)
Sample #2, Depth = 7.0'
2 Mean (mm): 0.33, Phi Sorting: 0.68
Fines (230): 0.42% (SP)
Sample #3, Depth = 11.7'
3 Mean (mm): 0.21, Phi Sorting: 0.57
Fines (230):1.51% (SP)
Sample #4, Depth = 13.7'
4 Mean (mm): 0.51, Phi Sorting: 1.09
Fines (230): 1.00% (SW)
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -67
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -67 X = 3,020,517 Y = 840,972
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 07 -31 -14 08:51 07 -31 -14 08:56
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -57.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 12.9 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 12.9 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-57.8 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
",
Sample #1, Depth = 1.8'
whole shell, shell fragments up to 0.5 whole
", ")
1 Mean (mm): 0.40, Phi Sorting: 0.83
shell up to 1.0 (1.25'x0.5 shell fragment @
"x0.5 ")
Fines (mm): 0.98% (SP)
3.1', (2.0 shell fragment @ 3.4', olive
brown (2.5Y -4/3), (SP).
-61.4 3.6 • • •
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", 1.5" whole shell @ 75,
Sample #2, Depth = 8.2'
0.2' medium grained pocket @ 7.7', (15x0.5 ")
2 Mean (mm): 0.20, Phi Sorting: 0.65
pocket of clay @ 55, Bit Sample from 12.7' to
Fines (230): 2.33% (SP)
12.9', Expansion from 12.5' to 12.9', very dark
gray (5Y-3/1), (SP).
-70.7 12.9
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

ELEV. DEPTH
O
w
Boring Designation DCVC -14 -68
-W
XCL
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
-63.0 0.0
12.9
I
SAND, fine grained, quartz, trace shell
SAND, fine grained, quartz, trace shell
1
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
15.7 (SP -SM). I
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -68 X = 3,018,116 Y = 850,614
SAND, fine grained, quartz, trace shell
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
to (1.0'x0.5 "), (1.5'x0.5 ") pocket of clay @ 5.9',
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 07 -31 -14 13:55 07 -31 -14 14:03
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -63.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 14.4 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 15.7 Ft.
Bp
ELEV. DEPTH
O
w
CLASSIFICATION OF MATERIALS %
-W
XCL
(ft) (ft)
W
Depths and elevations based on measured values REC.
OQ
-63.0 0.0
12.9
0am
SAND, fine grained, quartz, trace shell
SAND, fine grained, quartz, trace shell
1
-64.0 1.0
14.4
fragments, trace shell hash, trace silt, shell
N
13.5', (2.5'W.25") pocket of clay @ 13.8', Bit r
-
fragments up to (1.0'x0.75 "), olive gray r
o -78.7
15.7 (SP -SM). I
o
(5Y -4/2), (SP). /
U
0
W
SAND, fine grained, quartz, trace shell
0
J -
fragments, trace shell hash, trace silt, trace
-
whole shell, shell fragments & whole shells up
2
to (1.0'x0.5 "), (1.5'x0.5 ") pocket of clay @ 5.9',
(2.25 "x1.25 ") whole shell @ 7.5', (1.25 "x1.5 ")
shell fragment @ 8.4', dark gray (5Y -4/1), (SP).
-72.4 9.4
.'.'.
a
O
v
0
N
U
x
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
REMARKS
Sample Wl, Ueptn = U.b' 0
Mean (mm): 0.24, Phi Sorting: 0.67
Fines (230):1.02% (SP)
Sample #2, Depth = 5.0' _5
Mean (mm): 0.19, Phi Sorting: 0.69
Fines (230): 2.30% (SP)
Sample #3, Depth = 11.0'
3 Mean (mm): 0.13, Phi Sorting: 0.59
Shell Hash: 0 %, Fines (230):14.34% (SM)
-10
-15
-20
25
SAND, fine grained, quartz, little silt, trace shell
fragments, trace shell hash, shell fragments up
to 0.25 ", (0.5 ") whole shell @ 11.1', very dark
gray (5Y-3/1), (SM).
-75.9
12.9
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
r -77.4
14.4
fragments up to 0.25 ", 0.75" pocket of clay @
N
13.5', (2.5'W.25") pocket of clay @ 13.8', Bit r
-
Sample from 14.0' to 14.4', dark gray (5Y -4/1),
1
o -78.7
15.7 (SP -SM). I
o
No Recovery.
U
0
W
End of Boring
0
J -
a
O
v
0
N
U
x
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
REMARKS
Sample Wl, Ueptn = U.b' 0
Mean (mm): 0.24, Phi Sorting: 0.67
Fines (230):1.02% (SP)
Sample #2, Depth = 5.0' _5
Mean (mm): 0.19, Phi Sorting: 0.69
Fines (230): 2.30% (SP)
Sample #3, Depth = 11.0'
3 Mean (mm): 0.13, Phi Sorting: 0.59
Shell Hash: 0 %, Fines (230):14.34% (SM)
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -69
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
W
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
my
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -69
X = 3,018,937 Y = 851,377
fragments, trace shell hash, trace silt, shell
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
•
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
SAND, fine grained, quartz, little shell
13.
TOTAL NUMBER CORE BOXES
Brian McCord
, ° _ °
fragments, little whole shell, trace shell hash,
2
Mean (mm): 0.35, Phi Sorting: 0.87
o
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
-57.7 4.5
::
® VERTICAL
i VERTICAL i
Mean (mm): 0.27, Phi Sorting: 0.51
'STARTED i COMPLETED
I] INCLINED
i
75.
DATE BORING 07 -31 -14 14:39 07 -31 -14 14:44
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -53.2 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 14.3 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
14.3 Ft.
TM
ELEV. DEPTH
(ft) (ft)
O
w
W
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
--
XIL
OQ
REMARKS
-53.2 0.0
J
my
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 1.7'
° • •
fragments, trace shell hash, trace silt, shell
1
Mean (mm): 0.31, Phi Sorting: 0.51
•
fragments up to 0.75 ", olive gray (5Y -4/2), (SP).
Fines (230): 0.74% (SP)
-55.9 2.7
SAND, fine grained, quartz, little shell
Sample #2, Depth = 3.2'
-56.8 3.6
, ° _ °
fragments, little whole shell, trace shell hash,
2
Mean (mm): 0.35, Phi Sorting: 0.87
o
trace silt, shell fragments up to 1.5 ", whole r
1
3
Fines (230): 0.84% (SW)
Sample #3, Depth = 4.0'
-57.7 4.5
::
shells uo to 1.0 ", olive gray (5Y -4/2), (SW). 1
Mean (mm): 0.27, Phi Sorting: 0.51
SAND, fine grained, quartz, trace shell
Fines (230): 0.97% (SP)
fragments, trace shell hash, trace silt, shell
(fragments
•' • •
up to 0.25 ", dark gray (5Y -4/1), (SP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.0 ", whole
Sample #4, Depth = 8.4'
shells up to 0.25 ", (2.25 "x1.0 ") whole shell @
4
Mean (mm): 0.32, Phi Sorting: 0.59
6.1', 0.1' medium grained pocket @ 7.6', 1.0"
Fines (230): 0.74% (SP)
whole shell @ 9.6', pocket of shell fragments @
-
11.5', olive gray (5Y -4/2), (SP).
-65.6 12.4
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
3
, . ° .
fragments up to 0.25 ", Expansion from 12.3' to
-67.5 14.3
14.3'. dark grav (5Y -4/1). (SP).
N
I� -
o
End of Boring
0
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -70
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -70 X = 3,019,776 Y = 852,080
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75. DATE BORING 07 -31 -14 15:03 07 -31 -14 15:08
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -53.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 13.5 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 13.5 Ft.
SB
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-53.9 0.0
mn
Sample #1, Depth = 3.5'
1 Mean (mm): 0.29, Phi Sorting: 0.72
Fines (230): 0.82% (SP)
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (1.5 "x1.25 "),
Sample #2, Depth = 7.2'
whole shells up to (2.0'x0.75 "), (1.25'x0.75 ")
2 Mean (mm): 0.28, Phi Sorting: 0.58
rock fragment @ 9.7', Expansion from 13.0' to
Fines (230): 0.81 % (SP)
13.5', grayish brown (2.5Y -5/2), (SP).
Sample #3, Depth = 10.5'
3 Mean (mm): 0.29, Phi Sorting: 0.66
Fines (230): 0.90% (SP)
-67.4 13.5
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -71
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
W
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -71
X = 3,020,603 Y = 852,813
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
`
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
SAND, fine grained, quartz, trace shell
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i
75.
DATE BORING 07 -31 -14 15:29 07 -31 -14 15:33
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -56.3 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 16.2 Ft.
SAND, medium grained, quartz, trace shell
3 Mean (mm): 0.42, Phi Sorting: 1.09
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
16.2 Ft.
SB
ELEV. DEPTH
(ft) (ft)
O
w
W
CLASSIFICATION OF MATERIALS %
Depths elevations based on measured values REC.
-W
XIL REMARKS
OQ
-56.3 0.0
and
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
Sample #1, Depth = 1.5'
fragments up to 0.75 ", (2.0 "x1.5 ") shell
1 Mean (mm): 0.40, Phi Sorting: 1.01
`
fragment @ 2.2', 0.5" whole shell @ 1.3', 1.25"
Fines (230): 0.37% (SW)
-58.6 2.3
°
whole shell @ 1.4', grayish brown (2.5Y -5/2),
(SW). l
SAND, fine grained, quartz, trace shell
_
fragments, trace shell hash, trace silt, trace
Sample #2, Depth = 4.6'
whole shell, shell fragments up to (2.0 "x1.0"),
2 Mean (mm): 0.31, Phi Sorting: 0.71
whole shells up to 1.25 ", 0.2' shelly pocket @
Fines (230): 0.84% (SP)
3.1', grayish brown (2.5Y -5/2), (SP).
-64.6 8.3
.' '
Sample #3, Depth = 8.5'
-65.1 8.8
SAND, medium grained, quartz, trace shell
3 Mean (mm): 0.42, Phi Sorting: 1.09
fragments, trace shell hash, trace silt, shell r
Fines (230): 0.90% (SW)
fragments up to (0.75'W.25"), dark grayish I
brown (2.5Y -4/2), (SW).
SAND, fine grained, quartz, trace shell
2
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (2.0 "x1.5 "),
whole shells up to 0.5 ", (1.5 "x1.0 ") whole shell
68.8 12.5
@ 11.1', 0.2' pocket of clay @ 9.9', grayish
o `
brown (2.5Y -5/2), (SP�
3
-69.9 13.6
. ° .
SAND, medium grained, quartz, race shell
fragments, trace shell hash, trace silt, shell
fragments up to (05x0.75 "), (0.75 "x0.5 ") whole
_
shell @ 13.5', light brownish gray (2.5Y -6/2),
2
(SW).
72.5 16.2
SAND, fine grained, quartz, trace shell
(
fragments, trace shell hash, trace silt, shell
0
fragments up to 0.5 ", (0.75'W.5") whole shell
a
I @ 14.0', Expansion from 14.1' to 16.2', grayish
o
J -
brown (2.5Y -5/2), (SP).
0
End of Boring
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

Sample #1, Depth = 1.3'
1 Mean (mm): 0.65, Phi Sorting: 1.79
Fines (230): 1.01% (SW)
Sample #2, Depth = 3.3'
2 Mean (mm): 0.15, Phi Sorting: 0.97
Fines (230): 5.24% (SW -SM)
0
-5
-10
-15
-20
25
SAND, medium grained, quartz, little shell
Boring Designation DCVC -14 -72
whole shell, shell fragments up to (1.0'x0.75 "),
DIVISION
INSTALLATION
SHEET 1
brown (2.5Y -4/2), (SW).
DRILLING LOG
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
I
fragments up to (11.25'W.5"), 0.25" whole shell
-68.1 4.9 '
yo
@ 2.9', dark gray (5Y -4/1), (SW -SM).
OF 1 SHEETS
1.
PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
gray (5Y -3/1), (CL).
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2.
BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -72 X = 2,981,636 Y = 911,164
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3.
DRILLING AGENCY CONTRACTOR FILE NO.
No Recovery.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4.
NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
14.
ELEVATION GROUND WATER
5.
DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -03 -14 07:09 08 -03 -14 07:10
6.
THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -63.2 Ft.
7.
DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 15.1 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6.
TOTAL DEPTH OF BORING 20.0 Ft.
BP /SB
O
-W
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) 0 Depths and elevations based on measured values REC. OQ
632 00 I
0(4
Sample #1, Depth = 1.3'
1 Mean (mm): 0.65, Phi Sorting: 1.79
Fines (230): 1.01% (SW)
Sample #2, Depth = 3.3'
2 Mean (mm): 0.15, Phi Sorting: 0.97
Fines (230): 5.24% (SW -SM)
0
-5
-10
-15
-20
25
SAND, medium grained, quartz, little shell
fragments, little shell hash, trace silt, trace
whole shell, shell fragments up to (1.0'x0.75 "),
whole shells up to (2.75 "x1.25 "), dark grayish
-65.9 2.7
brown (2.5Y -4/2), (SW).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
�'
fragments up to (11.25'W.5"), 0.25" whole shell
-68.1 4.9 '
yo
@ 2.9', dark gray (5Y -4/1), (SW -SM).
_
CLAY, Bit Sample from 15.0' to 15.1', very dark
gray (5Y -3/1), (CL).
-78.3 _ 15.1
0
0
ai -
U
0
a
o
J -
No Recovery.
a
0 -
v
N -83.2 20.0
U
X'
End of Boring
M
O
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
Sample #1, Depth = 1.3'
1 Mean (mm): 0.65, Phi Sorting: 1.79
Fines (230): 1.01% (SW)
Sample #2, Depth = 3.3'
2 Mean (mm): 0.15, Phi Sorting: 0.97
Fines (230): 5.24% (SW -SM)
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -73
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -73
X = 2,981,615 Y = 910,198
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 08 -03 -14 07:32 08 -03 -14 07:35
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -62.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.6 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 20.0 Ft.
TM
O
-W
ELEV. DEPTH w
(ft) (ft) 0
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-62.4 0.0
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 1.4'
whole shell, shell fragments up to 0.25 ", whole
1 Mean (mm): 0.30, Phi Sorting: 0.98
shells up to 0.5 ", 1.0" whole shell @ 2.1', dark
Fines (230):1.46% (SW)
-64.6 2.2
arav (5Y -4/1). (SW).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #2, Depth = 4.4'
whole shell, shell fragments up to 1.0 ", whole
2 Mean (mm): 0.16, Phi Sorting: 0.71
shells up to 0.25 ", very dark gray (5Y -3/1),
Fines (230): 3.77% (SP -SM)
-
(SP -SM).
-68.2 5.8
j
CLAY, trace organics, Bit Sample from 11.3' to
11.6', black (5Y- 2.511), (CL).
-74.0 11.6
N
0
0
�i
No Recovery.
U
0
a
w
J -
a
0 -
v
N -82.4 20.0
U�
X'
End of Boring
M
O
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -74
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -74
X = 2,983,839 Y = 910,200
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 08 -03 -14 08:26 08 -03 -14 08:33
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -57.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 9.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 14.0 Ft.
TM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-57.0 0.0
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
",
Sample #1, Depth = 4.0'
whole shell, shell fragments up to 1.0 whole
",
1 Mean (mm): 0.27, Phi Sorting: 0.92
shells up to 0.25 1.25" shell fragment @ 4.8',
"x1.0 ")
Fines (230):1.20% (SW)
-
1.75" shell fragment @ 5.1', (2.0 shell
fragment @ 5.2', dark gray (5Y -4/1), (SW).
65.6 8.6
Sample #2, Depth = 8.9'
66.4 9.4
SAND, fine grained, quartz, trace shell
2 Mean (mm): 0.32, Phi Sortin 1.62
( ) g'
fragments, trace shell hash, trace silt, trace
Fines (230): 3.05 /o o (SW)
_
whole shell, shell fragments up to 2.0 ", whole
I
shells up to 0.25 ", 1.75" whole shell @
very dark arav (5Y -3/1), (SW).
No Recovery.
-71.0 14.0
_
End of Boring
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

SAND, fine grained, quartz, some silt, trace
shell hash, Bit Sample from 14.8' to 14.9', dark
gray (5Y-4/1), (SM).
N -78.4 14.9
0
ai -
U
No Recovery
a
w
J -
-82.0 18.5
a
End of Boring
N _
U
X
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -75
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -75
X = 2,982,770 Y = 909,199
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 08 -03 -14 08:47 08 -03 -14 08:53
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16. ELEVATION TOP OF BORING -63.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 14.9 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 18.5 Ft.
Bp
O
-W
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-63.5 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
"),
Sample #1, Depth = 2.4'
whole shell, shell fragments up to (0.75x0.5
",
1 Mean (mm): 0.22, Phi Sorting: 0.85
whole shells up to 0.5 1.0" pocket of clay @
"x1.0 ")
Fines (230): 2.02% (SP)
0.8', (1.25 shell fragment @ 3.7', olive
gray (5Y -4/2), (SP).
-67.4 3.9
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 4.4'
fragments, trace shell hash, trace silt, trace
2 Mean (mm): 0.30, Phi Sorting: 1.33
-68.8 - 5.3
whole shell, shell fragments up to (0.75 "x0.5'),
Fines (230):1.45% (SW)
whole shells up to 0.5 ", (1.75 "x1.0 ") shell
/
fragment (a) 4.5', olive gray (5Y -5/2), (SW).
CLAY, 0.3 silty pocket @ 11.1', 0.3' sandy
pocket @ 11.7', very dark gray (5Y -3/1), (CL).
-75.3 11.8
SAND, fine grained, quartz, some silt, trace
shell hash, Bit Sample from 14.8' to 14.9', dark
gray (5Y-4/1), (SM).
N -78.4 14.9
0
ai -
U
No Recovery
a
w
J -
-82.0 18.5
a
End of Boring
N _
U
X
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

Sample #1, Depth = 2.4'
1 Mean (mm): 0.16, Phi Sorting: 0.85
Fines (230):4.06% (SP -SM)
Sample #2, Depth = 6.0' -5
2 Mean (mm): 0.14, Phi Sorting: 0.49
Fines (230):4.68% (SP -SM)
-10
-15
-20
Q1
SAND, fine grained, quartz, trace shell
Boring Designation DCVC -14 -76
fragments, trace shell hash, trace silt, shell
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
pocket @ 4.1', gray (2.5Y -5/1), (SP -SM).
-69.4 4.5
I
_
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
-73.2 8.3
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -76 i X = 2,982,808 Y = 908,229
r _
o
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
X
ca
O
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
w -
0
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -03 -14 09:14 08 -03 -14 09:19
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -64.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 8.3 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 14.5 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-64.9 0.0 J
IOy
0
Sample #1, Depth = 2.4'
1 Mean (mm): 0.16, Phi Sorting: 0.85
Fines (230):4.06% (SP -SM)
Sample #2, Depth = 6.0' -5
2 Mean (mm): 0.14, Phi Sorting: 0.49
Fines (230):4.68% (SP -SM)
-10
-15
-20
Q1
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to (0.75'W.5"), 0.5" whole shell
@ 3.2', 0.75" whole shell & 0.3' medium grained
pocket @ 4.1', gray (2.5Y -5/1), (SP -SM).
-69.4 4.5
_
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to (1.5'x0.75 "), (3.0 "x1.5 ") whole
shell @ 57, (1.5 "x0.5 ") pocket of shell
-71.8 6.9 .I'ggq
fragments (aP 6.9', dark arav (5Y -4/1), (SP -SM).
{
d Silty SAND, fine grained, quartz, (11.0'W.5")
-73.2 8.3
shell fragment @ 7.0', gray (5Y -5/1), (SM).
No Recovery.
-79.4 14.5
N
r _
o
End of Boring
0 -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
Sample #1, Depth = 2.4'
1 Mean (mm): 0.16, Phi Sorting: 0.85
Fines (230):4.06% (SP -SM)
Sample #2, Depth = 6.0' -5
2 Mean (mm): 0.14, Phi Sorting: 0.49
Fines (230):4.68% (SP -SM)
-10
-15
-20
Q1

r - No Recovery.
-78.6 14.6
N
I� -
o End of Boring
0
-
U
0
a
w
J -
a
v
0
N _
U
x
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -77
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -77
X=2,981,710 Y = 908,235
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 08 -03 -14 09:38 08 -03 -14 09:44
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -64.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 13.2 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 14.6 Ft.
Bp
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-64.0 0.0
mn
SAND, medium grained, quartz, trace shell
Sample #1, Depth = 0.7'
fragments, trace shell hash, trace silt, trace
"x1.25 "),
1 Mean (mm): 0.76, Phi Sorting: 1.62
°
whole shell, shell fragments up to (1.75
", "x1.0 ")
Fines (230): 0.80% (SW)
-65.9 1.9
whole shells up to 0.5 (1.5 whole shell
0
1
@ 0.6', 0.3' fine grained pocket @ 1.4', olive
Sample #2, Depth = 2.6'
0 <
brown (2.5Y -4/3). (SW).
2 Mean (mm): 0.21, Phi Sorting: 1.22
-67.4 3.4 ? ° ° °;
SAND, fine grained, quartz, trace shell
Fines (230): 3.43% (SW)
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (2.0 "4.75 "),
Sample #3, Depth = 4.9'
whole shells up to 0.5 ", (1.5 "4.75 ") and
3 Mean (mm): 0.15, Phi Sorting: 0.55
-
(1.0'x0.75 ") whole shells @ 2.6', silt increases
Fines (230): 3.59% (SP -SM)
-70.0 6.0
with depth, dark grav (2.5Y -4/1), (SW 1.
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments & whole shells up
to 0.25 ", 1.0" pocket of clay @ 4.5', (2.0 "x0.5 ")
shell fragment @ 5.0', 0.2' pocket of clay @
5.4', dark grav 5Y -4/1) SP -SM).
-73.1 9.1 '�
CLAY, arav 2.5Y -5/1 , (CL).
SAND, fine grained, quartz, trace silt, gray
Sample #4, Depth = 11.6'
(5Y -6/1), (SP).
4 Mean (mm): 0.15, Phi Sorting: 0.38
Fines (230): 2.78% (SP)
-77.2 13.2
r - No Recovery.
-78.6 14.6
N
I� -
o End of Boring
0
-
U
0
a
w
J -
a
v
0
N _
U
x
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -78
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -78
X = 2,983,958 Y = 907,235
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 08 -03 -14 10:32 08 -03 -14 10:37
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -59.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.5 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 19.9 Ft.
TM
O
--
ELEV. DEPTH w
(ft) (ft) 0
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-59.9 0.0 J
my
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 2.0'
fragments, trace shell hash, trace silt, shell
1 Mean (mm): 0.21, Phi Sorting: 0.84
fragments up to 0.5 ", dark gray (5Y -4/1), (SP).
Fines (230):1.27% (SP)
-63.8 3.9
.. •
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 6.0'
fragments, trace shell hash, trace silt, trace
",
2 Mean (mm): 0.16, Phi Sorting: 0.67
whole shell, shell fragments up to 1.5 whole
",
Fines (230): 3.31% (SP)
shells up to 0.75 very dark gray (5Y -3/1), (SP).
-67.9 8.0
-68.4 8.5 l 1 l 1
SAND, fine grained, quartz, some silt, trace
shell fragments, trace shell hash, trace whole
shell, shell fragments up to 0.25 ", whole shells
up to 0.5 ", Bit Sample from 8.4' to 85, dark
-
clrav (2.5Y -4/1), (SM).
N
No Recovery.
0
0
ai -
U
0
a
w
J -
a
0 -
v
N 79.8 _ 19.9
U
End of Boring
x
0
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -79
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -79
X = 2,984,016 Y = 906,248
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 08 -03 -14 10:56 08 -03 -14 11:02
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -63.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.3 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 17.3 Ft.
Bp
O
-W
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-63.0 0.0
0am
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 1.4'
whole shell, shell fragments up to (0.5'W.25"),
1 Mean (mm): 0.19, Phi Sorting: 0.74
whole shells up to 0.25 ", 0.5" whole shell @
Fines (230): 2.32% (SP)
-65.4 2.4 . ; ;
1.4' dark grav J5Y -4/1). (SP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #2, Depth = 3.9'
whole shell, shell fragments up to (1.5 "4.25 "),
2 Mean (mm): 0.16, Phi Sorting: 0.77
whole shells up to 0.5 ", silt increases with
Fines (230): 3.02% (SP)
-67.8 4.8 .' '
depth, very dark arav (5Y -3/1). (SP).
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
Sample #3, Depth = 6.1'
fragments up to 0.5 ", (1.5'x0.5 ") shell fragment
3 Mean (mm): 0.15, Phi Sorting: 0.48
@ 4.9', 0.2' pocket of clay @ 7.4', dark gray
Fines (230): 5.98% (SP -SM)
-70.5 7.5
(2.5Y -4/1), (SP -SM).
Organic PEAT, black (10YR -2/1), (PT).
-74.0 11.0
SAND, fine grained, quartz, little silt, trace shell
1
hash, Bit Sample from 11.0' to 11.3', very dark
r
arav (5Y -3/1), (SP -SM).
1
No Recovery.
-80.3 17.3
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -80
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -80 X = 2,982,928 Y = 906,242
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 08 -03 -14 11:27 08 -03 -14 11:32
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -57.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.9 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.3 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-57.4 0.0 J
my
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 3.0'
fragments, trace shell hash, trace silt, trace
1 Mean (mm): 0.28, Phi Sorting: 0.83
whole shell, shell fragments & whole shells up
",
Fines (230):1.23% (SP)
to 0.5 olive gray (5Y -4/2), (SP).
-63.1 5.7
SAND, medium grained, quartz, little shell
Sample #2, Depth = 6.5'
° o fragments, little shell hash, trace silt, trace
2 Mean (mm): 0.69, Phi Sorting: 1.63
-64.8 7.4 whole shell, shell fragments up to 1.5 ", whole
Fines (230): 0.82% (SW)
\ shell up to 0.5 ", (11.0'W.5") whole shell @ 7.2',
Sample #3, Depth = 8.1'
olive gray (5Y -4/2), (SW).
SAND, fine grained, quartz, trace shell
3 Mean (mm): 0.19, Phi Sorting: 0.59
-66.3 8.9 fragments, trace shell hash, trace silt, trace
Fines (230): 2.17% (SP)
Iwhole shell, shell fragments & whole shells up
to 0.5 ", dark (5Y -4/1), (SP).
.gray
-67.7 - 10.3 No Recovery.
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

ELEV. DEPTH
O
w
Boring Designation DCVC -14 -81
DIVISION
INSTALLATION SHEET 1
DRILLING LOG
Depths and elevations based on measured values REC.
I
-62.3 0.0
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
fragments, trace shell hash, trace silt, trace
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -81 X = 2,981,836 Y = 906,248
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
fragments, trace shell hash, trace silt, trace
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
whole shell, shell fragments up to 1.75 ", whole
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -03 -14 12:20 08 -03 -14 12:24
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -62.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 14.9 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 17.7 Ft.
Bp
ELEV. DEPTH
O
w
CLASSIFICATION OF MATERIALS %
-W
XCL
(ft) (ft)
W
Depths and elevations based on measured values REC.
OQ
-62.3 0.0
0am
SAND, medium grained, quartz, little shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to
1
'�
(2.25 "x1.25 "), whole shells up to 0.5 ", light
64.6 2.3
vellowish brown (2.5Y -6/41. (SW).
o °
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
2
whole shell, shell fragments up to 1.75 ", whole
shells up to 0.5 ", olive gray (5Y -5/2), (SW).
-67.2 - 4.9
o
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to (0.75'W.5"), (0.1'x0.25') silty
3
pocket @ 7.1', 0.5" whole shell @ 6.4', light
° o
brownish gray (2.5Y -6/2), (SW).
-70.6 8.3
SAND, fine grained, quartz, some silt, trace
-
shell fragments, trace shell hash, trace whole
shell, shell fragments up to (0.75 "x1.25 "), whole
shells up to (05x0.25 "), very dark gray
(5Y -3/1), (SM).
-74.7 12.4
-75.4 13.1 Shelly SAND, fine grained, quartz, some silt,
x very dark Gray (5Y -3/1), (SM).
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, shell fragments up
N -77.2 14.9 to 0.5 ", 0.3' pocket of clay @ 13.3', Bit Sample
\ from 14.5' to 14.9', dark arav (2.5Y -4/1), (SM). T
0
oNo Recovery.
K
a
o -80.0 17.7
J -
a
End of Boring
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
REMARKS
Sample #1, Depth = 1.2'
Mean (mm): 0.75, Phi Sorting: 1.37
Fines (230):1.13% (SW)
Sample #2, Depth = 3.3'
Mean (mm): 0.39, Phi Sorting: 1.09
Fines (230):1.03% (SW)
Sample #3, Depth = 6.4'
Mean (mm): 0.23, Phi Sorting: 0.86
Fines (230):1.25% (SW)
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -82
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -82
X = 2,980,724 Y = 906,247
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
5. DIRECTION OF BORING
i DEG. FROM i BEARING
14. ELEVATION GROUND WATER
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
F1 INCLINED
; i
75. DATE BORING ; 08 -03 -14 12:41 08 -03 -14 12:44
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16. ELEVATION TOP OF BORING -63.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 15.9 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 20.0 Ft.
TM /BP
O -W
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-63.4 0.0 J
IOy
SAND, medium grained, quartz, little shell
0
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 1.1'
whole shell, shell fragments up to (1.5 "x2.25 "),
1 Mean (mm): 0.71, Phi Sorting: 1.50
-65.5 2.1 �°
whole shells up to (1.75 "x1.0"), olive brown
Fines (230): 0.95% (SW)
\
(2.5Y -4/3), (SW).
r
66.1 2.7
SAND, fine grained, quartz, some silt, trace
fragments, trace shell hash, shell
Ishell
fragments up to 0.25 ", (1.0'W.25") pocket of
cAf 2.6'I dark grav J2.5Y -4/1), (SM).
SS
-
Silty ND, fine grainer(, quartz, trace clay,
trace shell fragments, trace shell hash, shell
-5
hash pocket @ 3.9'- 4.0', clay distributed in
pockets up to 1.0 ", dark olive brown (2.5Y -3/3),
(SM).
-71.2 7.8
Silty SAND, fine grained, quartz, little shell
-72.4 9.0
fragments, little shell hash, trace whole shell,
<
whole shells up to 0.5 ", (2.0 "x1.5 ") shell
fragment @ 9.0', very dark gray (2.5Y -3/1),
r
-73.4 10.0
(SM)
CLAY dark gpvish brown (1OYR -4/2), (CLI.
Ir -10
/
Silty SAND, fine grained, quartz, trace shel
-
fragments, trace shell hash, trace whole shell,
shell fragments up to 0.25 ", whole shells up to
0.5 ", pocket of shell fragments @ 11.6', 0.1'
-76.5 13.1
pocket of clay @ 11.7', dark olive gray (5Y -3/2),
(SM).
l
CLAY, 0.1' pocket of silty sand @ 13.4', 0.2'
N
pocket of fine grained sand @ 13.8' with shell
_ j
fragments up to (25'x2.25 "), Bit Sample from
-15
0
15.7' to 15.9', gray (5Y -5/1), (CL).
0 -79.3 15.9
0
0
a
w
°
No Recovery.
a
O -
v
-
N -83.4 20.0
-20
X'
End of Boring
M
O
0
a
w
°
a
O
J
�
25
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN
04

No Recovery
N
0
0
ai -
U
0
W -77.4 17.6
0
J -
End of Boring
a
v
0
N
U
X
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -83
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -83
X = 2,981,221 Y = 905,784
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
0 INCLINED
75. DATE BORING ; 08 -03 -14 13:02 08 -03 -14 13:07
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -59.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 9.2 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 17.6 Ft.
BP
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-59.8 0.0
mn
SAND, medium grained, quartz, trace shell
Sample #1, Depth = 0.8'
°
fragments, trace shell hash, trace silt, trace
1 Mean (mm): 0.43, Phi Sorting: 1.24
°
-61.3 1.5
whole shell, shell fragments up to (11.0'W.5"),
Fines (230):1.07% (SW)
f
shells up to (0.5'W.25"), light olive brown
r Sample #2, Depth = 1.9'
,whole
-62.2 2.4
(2.5Y -5/3) (SW).
/ 2 Mean (mm): 0.89, Phi Sorting: 1.47
SAND, medium grained, quartz, trace shell
Fines (230): 0.82% (SW)
. , ° ,
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (2.0 "x1.0 "),
Sample #3, Depth = 3.6'
whole shells up to (05x0.25 "), olive brown
3 Mean (mm): 0.22, Phi Sorting: 0.72
(2.5Y -4/3), (SW).
Fines (230):1.62% (SP)
-
SAND, fine grained, quartz, trace shell
-65.8 6.0
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.5 ", whole
",
r Sample #4, Depth = 6.5'
'�
shells un to 0.25 olive yrav (5Y -5/2), (SP \.
/ 4 Mean (mm): 0.42, Phi Sorting: 1.19
-67.1 7.3
SAND, medium grained, quartz, trace shell
Fines (230): 0.93% (SW)
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (3.0 "x1.75 ")1
whole shells up to 0.5 ", 0.1' fine grained pocket
3
-69.0 9.2
(cD, 7.0' light olive brown (2.5Y -5/3), (SW).
SAIfD, fine trace
_
grained, quartz, shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", 0.25" whole shell @ 9.1',
olive arav (5Y -5/2), (SP).
No Recovery
N
0
0
ai -
U
0
W -77.4 17.6
0
J -
End of Boring
a
v
0
N
U
X
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -84
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -84 X = 2,983,259 Y = 905,773
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 08 -03 -14 13:25 08 -03 -14 13:31
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -56.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 10.3 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.3 Ft.
TM /BP
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-56.1 0.0
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.75 ", whole
Sample #1, Depth = 5.1'
- shells up to 0.5 ", shell hash increases with
1 Mean (mm): 0.19, Phi Sorting: 0.52
depth, Bit Sample from 10.0' to 10.3',
Fines (230):1.41% (SP)
Expansion from 9.7' to 10.3', gray (5Y -5/1),
(SP).
-66.4 - 10.3 "
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace Sample #1, Depth = 2.5'
whole shell, shell fragments up to (1.25 "4.5 "), 1 Mean (mm): 0.20, Phi Sorting: 1.20
whole shells up to 0.5 ", (2.0 "x1.25 ") shell Fines (230): 3.15% (SW)
fragment @ 2.8', 1.5" whole shell @ 2.1', silt
increases with depth, dark gray (5Y -4/1), (SW).
-69.0 4.5 >
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, shell fragments up
to 0.25 ", (2.0 "x1.25 ") shell fragment @ 9.2', 0.2'
pocket of clay @ 7.7 ", pocket of clay @ 8.1',
very dark gray (5Y -3/1), (SM).
-74.5 10.0
i% CLAY, trace shell fragments, trace shell hash,
-75.3 10.8 % trace whole shell, shell fragments up to 0.75 ",
{ whole shells up to 0.5 ", pocket of shell
-76.4 11.9 % fragments @ 10.1'& 10.4', dark gray
f,1OYR -4/1 , (CL).
Silty SAND, fine grained, quartz, trace shell
/ fragments, trace shell hash, shell fragments up
to 0.25 ", very( dark arav (5Y -3/1) (SM).
CLAY, trace shell fragments, trace sell hash,
N 00/// trace whole shell, shell fragments up to 0.5 ",
whole shells up to 0.25 ", 0.1' pocket of silty
-80.3 15.8 sand @ 14.3', pocket of shell fragments @
N 15.5', Bit Sample from 15.6' to 15.8', black r
0 1 (5Y-2.5/1), (CU. /
K
a
w
No Recovery.
a
0 -
v
N -84.5 20.0
U
X' End of Boring
m
O
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -85
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -85 X = 2,984,059 Y = 905,266
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
0 INCLINED
75.
DATE BORING ; 08 -03 -14 13:47 08 -03 -14 13:48
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -64.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 15.8 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 20.0 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) 0 Depths and elevations based on measured values REC. OQ
64 5 0 0 J
M(4
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace Sample #1, Depth = 2.5'
whole shell, shell fragments up to (1.25 "4.5 "), 1 Mean (mm): 0.20, Phi Sorting: 1.20
whole shells up to 0.5 ", (2.0 "x1.25 ") shell Fines (230): 3.15% (SW)
fragment @ 2.8', 1.5" whole shell @ 2.1', silt
increases with depth, dark gray (5Y -4/1), (SW).
-69.0 4.5 >
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, shell fragments up
to 0.25 ", (2.0 "x1.25 ") shell fragment @ 9.2', 0.2'
pocket of clay @ 7.7 ", pocket of clay @ 8.1',
very dark gray (5Y -3/1), (SM).
-74.5 10.0
i% CLAY, trace shell fragments, trace shell hash,
-75.3 10.8 % trace whole shell, shell fragments up to 0.75 ",
{ whole shells up to 0.5 ", pocket of shell
-76.4 11.9 % fragments @ 10.1'& 10.4', dark gray
f,1OYR -4/1 , (CL).
Silty SAND, fine grained, quartz, trace shell
/ fragments, trace shell hash, shell fragments up
to 0.25 ", very( dark arav (5Y -3/1) (SM).
CLAY, trace shell fragments, trace sell hash,
N 00/// trace whole shell, shell fragments up to 0.5 ",
whole shells up to 0.25 ", 0.1' pocket of silty
-80.3 15.8 sand @ 14.3', pocket of shell fragments @
N 15.5', Bit Sample from 15.6' to 15.8', black r
0 1 (5Y-2.5/1), (CU. /
K
a
w
No Recovery.
a
0 -
v
N -84.5 20.0
U
X' End of Boring
m
O
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -86
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -86
X = 2,981,849 Y = 905,264
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 08 -03 -14 14:08 08 -03 -14 14:10
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -63.3 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 17.1 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
20.0 Ft.
BP /SB
O
-W
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths
and elevations based on measured values REC. OQ
633 00
0(4
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (0.75x0.5 "),
whole shells up to 0.5 ", (2.0 "x1.5 ") shell
fragment @ 3.2', (2.0'x0.75 ") shell fragment @
66.0 2.7 2.8', (1.75 "x1.0 ") whole shell @ 3.9', grayish
o ` brown (2.5Y -5/2), (SW). /
-67.3 4.0 SAND, medium grained, quartz, trace shell
} fragments, trace shell hash, trace silt, trace
-68.3 5.0 i whole shell, shell fragments up to (2.0 "x1.5 "),
whole shells up to 1.75 ", 0.1' fine grained -
pocket 3.3', aravish brown (2.5Y -5/2), (SW) .
SQ D, fine grained, quartz, trace shell
-69.9 6.6 fragments, trace shell hash, trace silt, trace _
whole shell, shell fragments up to (1.75 "x1.5 "),
whole shells up to (11.0'W.75"), dark gray
-71.4 _ 8.1 (5Y -4/1), (SW -SM).
-71.9 8.6 SAND, fine grained, quartz, little silt, trace shell _
hash, 0.2' shell fragment @ 6.5', 0.75" whole
shell @ 5.6', (1.25 "x1.0 ") shell fragment @ 5.7',
dark arav `5Y -4/1), (SM).
Silty SAND, fine grained, quartz, trace shell
hash, (0.75 "x0.5 ") & (05x0.25 ") shell
fragments @ 6.6', dark olive brown (2.5Y -3/3),
(SM`.
Silty SAND, fine grained, quartz, trace shell
76.1 12.8 hash, dark q {lavish brown (2.5Y -4/2), (ML`. -
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, shell fragments up
to (2.75 "x2.0 "), (1.75 "x1.0 ") whole shell @
N 12.3', 0.2' pocket of shell hash @ 9.8', 0.1'
F - j pocket of shell hash @ 11.2', dark olive gray
(5Y -3/2), (SM).
CLAY, trace shell fragments, trace shell hash,
0 �/Ix shell fragments up to (2.5 "x1.25 "), Bit Sample
W 80.4 17.1 from 16.8' to 17.1', very dark gray (2.5Y -3/1),
o (CU. /
J -
a No Recovery.
0 -
N -83.3 20.0
U
X' End of Boring
M
O
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
Sample #1, Depth = 1.5'
1 Mean (mm): 0.27, Phi Sorting: 0.86
Fines (230):1.59% (SW)
Sample #2, Depth = 3.6'
2 Mean (mm): 0.56, Phi Sorting: 1.40
Fines (230): 0.63% (SW)
3 Sample #3, Depth = 4.5'
Mean (mm): 0.18, Phi Sorting: 1.07
Fines (230):4.55% (SW -SM)
4 Sample #4, Depth = 5.7'
Mean (mm): 0.15, Phi Sorting: 0.58
Fines (230): 13.19% (SM)
0
-5
-10
-15
-20
25

No Recovery
N
0
0
ai -
U
0
a
w
° -77.5 _ 18.1
End of Boring
0
N _
U
x
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -87
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -87
X = 2,981,155 Y = 905,266
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i
75. DATE BORING 08 -03 -14 14:35 08 -03 -14 14:36
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -59.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.7 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 18.1 Ft.
Bp
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-59.4 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
"),
Sample #1, Depth = 4.6'
whole shell, shell fragments up to (1.0'x0.75
"),
1 Mean (mm): 0.24, Phi Sorting: 0.70
whole shells up to (05x0.25 trace medium
")
Fines (230):1.29% (SP)
grained pockets up to 0.3', (05x0.25 rock @
1.0', light olive gray (5Y -6/2), (SP).
-66.4 7.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
Sample #2, Depth = 8.0'
fragments up to (1.25 "x1.0"), (1.0'x0.75 ") whole 2 Mean (mm): 0.20, Phi Sorting: 0.75
shell @ 8.8', (05x0.25 ") whole shell @ 8.7',
Fines (230):1.89% (SP)
-69.0 9.6
2.0" pocket of shell hash @ 87, 02 pocket of
l
\
shell fragments @ 9.5', silt increases with
r
depth, olive arav (5Y -5/2). (SP).
/
70.1 10.7
}9
Il
SAND, fine grained, quartz, some silt, trace
Ishell
hash, Bit Sample from 10.5' to 10.7', dark
olive orav (5Y -3/2). (SM).
No Recovery
N
0
0
ai -
U
0
a
w
° -77.5 _ 18.1
End of Boring
0
N _
U
x
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
Boring Designation DCVC -14 -88
INSTALLATION (SHEET 1
OF 1 SHEETS
1. PROJECT
O
w
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
-63.3 0.6
°
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -88
X = 2,980,747 Y = 905,258
Fines (230): 2.14% (SP)
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
shells up to 0.5 ", (3.0 "x2.0 ") medium grained
j�
pocket a(, 2.1 � grav (5Y -5/1), (SP).
SAND, fine grained, quartz, trace shell
-
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
whole shell, shell fragments up to 0.75 ", whole
® VERTICAL
i VERTICAL i
=
'STARTED i COMPLETED
I] INCLINED
i
75.
DATE BORING 08 -03 -14 14:57 08 -03 -14 14:58
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -62.7 Ft.
7. DEPTH DRILLED INTO ROCK
0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 18.4 Ft.
Silty SAND, fine grained, quartz, trace rock
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING
20.0 Ft.
hash, shell fragments up to (1.75 "x1.25 "), dark
(2.5Y (SM1�. l
BP
ELEV. DEPTH
O
w
CLASSIFICATION OF MATERIALS
(ft) (ft)
t9 Depths and elevations based on measured values REC.
A
-62.7 0.0
1
Sample ;7'1, Ueptn = U.3'
-63.3 0.6
°
SAND, fine grained, quartz, trace shell
Fines (230): 0.91% (SW)
_ _J
fragments, trace shell hash, trace silt, shell r
I
fragments up to 0.25 ", light olive gray (5Y -6/2), I
Fines (230): 2.14% (SP)
(SW).
SAND, fine grained, quartz, trace shell
-65.6 2.9
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.75 ", whole
-66.8 4.1
I
shells up to 0.5 ", (3.0 "x2.0 ") medium grained
j�
pocket a(, 2.1 � grav (5Y -5/1), (SP).
SAND, fine grained, quartz, trace shell
-
fragments, trace shell hash, trace silt, trace
'
whole shell, shell fragments up to 0.75 ", whole
j
shells up to 0.25 ", grayish brown (2.5Y -5/2),
=
(SP).
CLAY, (1.0 "x2.0") pocket of fine grained sand
@ 7.0', dark gray (2.5Y -4/1), (CL).
70.7 g,0
Silty SAND, fine grained, quartz, trace rock
{
fragments, trace shell fragments, trace shell
-72.1 9.4
hash, shell fragments up to (1.75 "x1.25 "), dark
(2.5Y (SM1�. l
10.4
rav -4/1).
Silty CLAY, very dark (5Y (CL).
-73.1
gray -3/1),
N
Sandy PEAT, fine grained, very dark grayish
brown (2.5Y -3/2), (PT).
o
0
W -80.3 17.6
Silty
n18
-81.1 18.4
hash, Bit Sample from 1pto 18.4% dark gray
(5Y -4/1). (SM).
No Recovery.
N -82.7 20.0
U
X'
End of Boring
m
O
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN
04
0'
CL
X2
04
REMARKS
1
Sample ;7'1, Ueptn = U.3'
Mean (mm): 0.28, Phi Sorting: 1.15
Fines (230): 0.91% (SW)
2
Sample #2, Depth = 1.4'
Mean (mm): 0.19, Phi Sorting: 0.63
Fines (230): 2.14% (SP)
0
-5
-10
-15
-20
25

Sample #1, Depth = 1.5'
1 Mean (mm): 0.35, Phi Sorting: 1.13
Fines (230): 0.96% (SW)
Sample #2, Depth = 6.5'
2 Mean (mm): 0.19, Phi Sorting: 0.72
Fines (230):1.22% (SP)
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -89
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
shell fragments up to 1.0 ", whole shells up to
°
I
(5Y -5/1), (SW).
-60.9
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -89 X = 2,980,346 Y = 904,297
-67.5
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
CLAY, trace wood, wood fragments up to 0.25 ",
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
N
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -03 -14 15:20 08 -03 -14 15:24
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -57.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 17.1 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 20.0 Ft.
a
TM
O
0 -
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
N -77.6
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
576 00
0(4
Sample #1, Depth = 1.5'
1 Mean (mm): 0.35, Phi Sorting: 1.13
Fines (230): 0.96% (SW)
Sample #2, Depth = 6.5'
2 Mean (mm): 0.19, Phi Sorting: 0.72
Fines (230):1.22% (SP)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace whole shell,
shell fragments up to 1.0 ", whole shells up to
°
0.25 ", (1.25 "x1.0 ") shell fragment @ 1.8', gray
(5Y -5/1), (SW).
-60.9
3.3
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 1.0 ", (2.0'W.25") shell
fragment @ 4.1', gray (5Y -5/1), (SP).
-67.5
9.9
CLAY, trace wood, wood fragments up to 0.25 ",
2 (1.25 "x0.75 ") shell fragments @ 11.8', Bit
Sample from 16.9' to 17.1', black (5Y- 2.5/1),
N
/0
c? _
74.7
17.1
W
0
J -
a
No Recovery.
0 -
N -77.6
20.0
U
X'
End of Boring
M
O
0
a
w
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
Sample #1, Depth = 1.5'
1 Mean (mm): 0.35, Phi Sorting: 1.13
Fines (230): 0.96% (SW)
Sample #2, Depth = 6.5'
2 Mean (mm): 0.19, Phi Sorting: 0.72
Fines (230):1.22% (SP)
0
-5
-10
-15
-20
25

DRILLING LOG DIVISION
1. PROJECT
OBX Cooperative Sand Search 40
Outer Banks, NC
2. BORING DESIGNATION
' LOCATION COORDINATES
DCVC -14 -90
X = 2,981,916 Y = 904,295
3. DRILLING AGENCY
' CONTRACTOR FILE NO.
American Vibracore Services, Inc.
4. NAME OF DRILLER
Brian McCord
fragments, trace shell hash, trace silt, trace
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
'VERTICAL '
0 INCLINED
whole shells up to 0.75 (1.75 shell
6. THICKNESS OF OVERBURDEN
0,0 Ft,
7. DEPTH DRILLED INTO ROCK 0,0 Ft,
6. TOTAL DEPTH OF BORING 20,0 Ft,
Boring Designation DCVC -14 -90
INSTALLATION (SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM /DATUM HORIZONTAL ' VERTICAL
North Carolina State Plane NAD 1983 NAVD 88
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Alpine Pneumatic Vibracore Q MANUAL HAMMER
' DISTURBED ' UNDISTURBED (UD)
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUNDWATER
'STARTED 'COMPLETED
75. DATE BORING ' 08 -03 -14 15:43 08 -03 -14 15:48
16. ELEVATION TOP OF BORING -61.4 Ft,
17. TOTAL RECOVERY FOR BORING 14.1 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
BP
O
ELEV. DEPTH w
(ft) (ft) 0
CLASSIFICATION OF MATERIALS %
Depths and elevations based on measured values REC.
-W
XIL REMARKS
OQ
-61.4 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 1.8'
whole shell, shell fragments up to (0.5 "0.25 "),
", "x1.5 ")
1 Mean (mm): 0.25, Phi Sorting: 1.00
°
whole shells up to 0.75 (1.75 shell
Fines (230):1.36% (SW)
fragment @ 2.6', 1.25" whole shell @ 3.3', olive
64.9 3.5 , ° ° °
gray (5Y -5/2), (SW).
• _
SAND, fine grained, quartz, trace shell hash,
Sample #2, Depth = 4.8'
trace silt, trace whole shell, whole shells up to
", "x0.5 ")
2 Mean (mm): 0.19, Phi Sorting: 0.74
-
0.5 (1.5 pocket of clay @ 4.1', dark gray
Fines (230): 2.33% (SP)
-67.4 6.0
(5Y -4/1), (SP).
Sample #3, Depth = 6.3'
-68.0 6.6 °
SAND, medium grained, quartz, trace shell
3 Mean (mm): 0.58, Phi Sorting: 1.63
fragments, trace shell hash, trace silt, trace
Fines (230):1.37% (SW)
whole shell, shell fragments up to (1.25 "4.5 "),
",
Sample #4, Depth = 7.9'
whole shells up to 0.5 olive gray (5Y -4/2),
4 Mean (mm): 0.15, Phi Sorting: 0.56
(SW)'
SAND, fine grained, quartz, trace shell
Fines (230): 6.17% (SP -SM)
70.6 9.2
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to (1.75 "4.5 "),
-
(whole shells up to 0.5 ", (2.25 "x1.0 ") whole shell
8.3', dark pray (5Y -4/1), (SP -SM).
SAD, fine grained, quartz, some silt, trace
-73.2 11.8
shell fragments, trace shell hash, trace whole
1 shell, shell fragments & whole shells up to
(0.5 "x0.25 "), very dark arav (5Y -3/1). (SM).
-74.6 13.2
Shelly SAND, fine grained, quartz, some sit,
75.3 13.9 /
trace shell fragments, trace whole shell, shell
fragments up to 0.75 ", whole shells up to 0.5 ",
_
N
(2.25 "x1.25 ") shell fragment @ 11.9',
_
(2.0 "x2.5 ") shell fragment @ 12.3', very dark
CLAYravish brown (2.5Y -3/2) SM).
, dark olive brown (2.51 3/3), �CL).
n
SAND, fine grained, quartz, some silt, Bit
°�
Sample from 13.9' to 14.1', dark gray (5Y -4/1),
W
SM).
°
No Recovery.
a
0 -
v
N -81.4 20.0
U
X'
End of Boring
m
O
0
a
w
°
a
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace whole shell,
shell fragments up to 0.25 ", whole shells up to
0.5 ", 2.0" whole shell @ 12.2', (1.25 "x1.0 ") shell
fragment @12.0', (2.5 "x2.0") shell fragment @
12.3', 3.0" shell fragment @ 12.1', 2 (0.1')
pockets of clay @ 14.0'& 14.2', dark olive gray
(5Y -3/2), (SM).
-77.8
14.3
Boring Designation DCVC -14 -91
N
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
fragments, some shell hash, trace whole shell,
shell fragments up to�0.5 ", whole shells `up to
I
CLAY ? 0. 1' pocket of silty sand @)1653', black
2.5/1),
aW
-80.9
17.4
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
0 -
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -91
X=2,983,623 Y = 904,310
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 08 -03 -14 16:08 08 -03 -14 16:10
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -63.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 17.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 19.9 Ft.
TM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % X� REMARKS
Depths and elevations based on measured values REC. OQ
-63.5 0.0 J
my
SAND, fine grained, quartz, trace shell
• • •
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 2.3'
whole shell, shell fragments & whole shells up
1 Mean (mm): 0.20, Phi Sorting: 0.81
to 0.5 ", (1.0'x0.5 ") shell fragment @ 1.8', dark
Fines (230): 2.13% (SP)
• ° •
gray (5Y-4/1), (SP).
-67.2 3.7
SAND, fine grained, quartz, trace shell
_
fragments, trace shell hash, trace silt, trace
Sample #2, Depth = 5.6'
whole shell, shell fragments up to 1.5 ", whole
2 Mean (mm): 0.14, Phi Sorting: 0.60
shells up to 0.5 ", (1.75 "x1.25 ") whole shell @
Fines (230): 5.69% (SP -SM)
5.1', very dark gray (5Y -3/1), (SP -SM).
-71.1 7.6
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace whole shell,
shell fragments up to 0.25 ", whole shells up to
0.5 ", 2.0" whole shell @ 12.2', (1.25 "x1.0 ") shell
fragment @12.0', (2.5 "x2.0") shell fragment @
12.3', 3.0" shell fragment @ 12.1', 2 (0.1')
pockets of clay @ 14.0'& 14.2', dark olive gray
(5Y -3/2), (SM).
-77.8
14.3
N
Silty SAND, fine grained, quartz, some shell
-78.6 _
N
15.1
// I
fragments, some shell hash, trace whole shell,
shell fragments up to�0.5 ", whole shells `up to
CLAY ? 0. 1' pocket of silty sand @)1653', black
2.5/1),
aW
-80.9
17.4
(5Y- (CL).
0
J -
a
No Recovery.
0 -
N 83.4 _
19.9
U
End of Boring
x
0
0
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -92
DIVISION INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search 10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES 11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -92
X = 2,981,969 Y = 903,289
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
12.
Services, Inc.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i 75.
DATE BORING 08 -03 -14 16:31 08 -03 -14 16:34
6, THICKNESS OF OVERBURDEN 0.0 Ft. 16.
ELEVATION TOP OF BORING -61.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17.
TOTAL RECOVERY FOR BORING 17.2 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 20.0 Ft.
TM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % X� REMARKS
Depths and elevations based on measured values REC. OQ
-61.4 0.0 J
my
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
",
Sample #1, Depth = 2.1'
whole shell, shell fragments up to 0.25 whole
", ")
1 Mean (mm): 0.21, Phi Sorting: 0.85
shells up to 0.5 (1.0'x0.75 shell fragment @
Fines (230):1.66% (SP)
. ° .
3.0', (1.25'x0.25 ") pocket of clay @ 3.1', olive
gray (5Y -4/2), (SP).
-65.5 4.1
SAND, fine grained, quartz, trace shell
-
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 1.5 ", whole
", "x1.5 ")
Sample #2, Depth = 5.6'
shells up to 0.5 (3.0 whole shell @ 6.0',
2 Mean (mm): 0.15, Phi Sorting: 0.65
0.1' pocket of shell fragments @ 6.7', 02
"x1.0 ")
Fines (230):4.13% (SP -SM)
pocket of shell hash @ 8.0', (2.0 whole
shell @ 8.2', silt increases with depth, olive gray
-69.7 8.3
(5Y -4/2), (SP -SM).
Silty SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace whole shell,
shell fragments up to 1.0 ", whole shells up to
-
0.25 ", 0.1' pocket of shell fragments @ 10.4',
0.2' pocket of shell fragments @ 11.0', very
-72.8 11.4
dark gray (5Y -3/1), (SM).
��
CLAY, trace shell hash, grayish brown
73.6 12.2 ��,
f,10YR -5/2) (CL).
Silty SAND, fine grained quartz, trace shell
fragments, trace shell hash, shell fragments up
to 0.25 ", pocket of clay @ 12.7', olive gray
-75.8 14.4
(5Y -4/2), (SM).
CLAY, trace silty sand, trace shell hash,
j/
(15x0.75 ") shell fragment @ 16.5', Bit Sample
o
from 17.1' to 17.2', black (5Y- 2.5/1), (CL).
a -78.6 17.2
w
J -
a
No Recovery.
0 -
N -81.4 20.0
U�
X'
End of Boring
M
O
0
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -93
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -93
X = 2,979,749 Y = 903,306
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i
75. DATE BORING 08 -03 -14 16:51 08 -03 -14 16:59
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -54.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.8 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 11.0 Ft.
KM
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-54.5 0.0 J
my
SAND, fine grained, quartz, little shell hash,
trace shell fragments, trace silt, shell fragments
", ")
Sample #1, Depth = 2.5'
up to 0.75 (1.5'x0.25 silty pocket @ 27,
")
1 Mean (mm): 0.26, Phi Sorting: 1.06
(1.5'x0.75 shell fragment @ 2.9', 1.5" medium
Fines (230): 1.21% (SW)
grained pocket @ 3.3', 0.5" silty pocket @ 2.2',
dark gray (2.5Y -4/1), (SW).
-59.6 _ 5.1
Sample #2, Depth = 5.4'
-60.3 5.8
Shelly SAND, medium grained, quartz, trace
2 Mean (mm): 0.52, Phi Sorting: 1.55
shell fragments, trace silt, trace whole shell,
- Fines (230): 0.87% (SW)
shell component is shell hash, shell fragments
up to (11.0'W.5"), whole shells up to 0.5 ",
(1.5'x0.75 ") shell fragment @ 5.6', grayish
brown (2.5Y -5/2), JSW).
Sample #3, Depth = 8.0'
SAND, fine grained, quartz, trace shell hash,
3 Mean (mm): 0.18, Phi Sorting: 0.70
trace silt, trace whole shell, whole shells up to
Fines (230):1.77% (SP)
° • •
0.75 ", 1.5" pocket of shell hash @ 9.4', Bit
•
Sample from 10.6' to 10.8', gray (5Y -5/1), (SP).
-65.3 10.8
No Recoverv.
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -94
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -94 X = 2,979,374 Y = 902,917
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -03 -14 17:14 08 -03 -14 17:24
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -61.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 9.3 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.8 Ft.
KM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS % XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-61.2 0.0
mn
SAND, fine grained, quartz, trace shell hash,
Sample #1, Depth = 5.0'
trace silt, (1.75 "x1.0 ") whole shell @ 5.9', 0.75"
1 Mean (mm): 0.18, Phi Sorting: 0.52
- shell fragment @ 8.9', olive gray (5Y -5/2), (SP).
Fines (230):1.19% (SP)
-70.5 9.3
- No Recovery.
-72.0 10.8
End of Boring
N
0
0
ai -
U
0
a
w
J -
a
v
0
N _
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -95
DIVISION INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search 10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES 11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -95
X = 3,019,320 Y = 854,268
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
12.
Services, Inc.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i 75.
DATE BORING 08 -04 -14 07:38 08 -04 -14 07:42
6. THICKNESS OF OVERBURDEN 0.0 Ft. 16.
ELEVATION TOP OF BORING -58.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17.
TOTAL RECOVERY FOR BORING 11.5 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 11.5 Ft.
Bp
O
--
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % XIL REMARKS
Depths and elevations based on measured values REC. OQ
-58.1 0.0 J
my
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 2.0'
• • •
fragments, trace shell hash, trace silt, shell
1 Mean (mm): 0.26, Phi Sorting: 0.51
fragments up to 05, (15x0.75 ") shell fragment
Fines (230): 0.88% (SP)
@ 1.2', grayish brown (2.5Y -5/2), (SP).
-61.3 3.2 °
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 3.7'
-62.2 4.1
fragments, trace shell hash, trace silt, trace
2 Mean (mm): 0.33, Phi Sorting: 0.87
whole shell, shell fragments up to (1.5 "x1.0 "), r
Fines (230): 0.80% (SW)
whole shells up to (11.0'W.75"), dark grayish I
brown (2.5Y -4/2), (SW).
SAND, fine grained, quartz, trace shell
1
fragments, trace shell hash, trace silt, shell
-65.3 7.2
fragments up to (1.0'x0.5 "), (2.0 "x1.5 ") whole
shell (a. 6.8', gravish brown (2.5Y -5/2 SP). l
Sample #3, Depth = 7.7'
-66.2 _ 8.1
SAND, fine grained, quartz, trace she l� hash,
3 Mean (mm): 0.21, Phi Sorting: 0.42
trace silt, 1.25" shell fragment @ 7.6', dark gray r
Fines (230): 1.00% (SP)
(2.5Y -4/1), (SP). /
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
1
-
fragments up to 0.5 ", (1.5'x0.75 ") shell
fragment @ 9.6', Expansion from 11.4' to 11.5',
-69.6 11.5
grayish brown (2.5Y -5/2), (SP).
End of Boring
s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

End of Boring
s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
Sample #1, Depth = 2.0'
1 Mean (mm): 0.28, Phi Sorting: 0.66
Fines (230): 0.99% (SP)
Sample #2, Depth = 4.8'
2 Mean (mm): 0.37, Phi Sorting: 0.94
Fines (230): 0.54% (SW)
Sample #3, Depth = 6.1'
3 Mean (mm): 0.26, Phi Sorting: 0.94
Fines (230):1.29% (SW)
Sample #4, Depth = 7.6'
4 Mean (mm): 0.24, Phi Sorting: 0.82
Fines (230):1.22% (SP)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
Boring Designation DCVC -14 -96
fragments, trace shell hash, trace silt, trace
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
@ 2.5'& 3.1', (2.0 "x1.0 ") shell fragment @ 2.3',
I
-62.5 4.0
SAND, fine grained, quartz, little shell
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -96 X = 3,017,679 Y = 852,814
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
S D, fine grained, quartz, traces ell
fragments, trace shell hash, trace silt, shell
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -04 -14 07:58 08 -04 -14 08:04
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -58.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 9 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 9.5 Ft.
TM
O
-W
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
585 00
0(4
End of Boring
s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
Sample #1, Depth = 2.0'
1 Mean (mm): 0.28, Phi Sorting: 0.66
Fines (230): 0.99% (SP)
Sample #2, Depth = 4.8'
2 Mean (mm): 0.37, Phi Sorting: 0.94
Fines (230): 0.54% (SW)
Sample #3, Depth = 6.1'
3 Mean (mm): 0.26, Phi Sorting: 0.94
Fines (230):1.29% (SW)
Sample #4, Depth = 7.6'
4 Mean (mm): 0.24, Phi Sorting: 0.82
Fines (230):1.22% (SP)
0
-5
-10
-15
-20
25
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments up to 0.5 ", whole
shells up to 0.25 ", 0.2' medium grained pockets
@ 2.5'& 3.1', (2.0 "x1.0 ") shell fragment @ 2.3',
olive gray (5Y -5/2), (SP).
-62.5 4.0
SAND, fine grained, quartz, little shell
fragments, trace shell hash, trace silt, trace
_
-64.0 5.5 o s
whole shell, shell fragments up to (2.5 "x1.0 "),
1 whole shells up to 1.0 ", olive gray (5Y -5/2),
0 o c
-65.1 6.6
(SW). /
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", (1.75 "x1.5 ") whole shell
,(p) 5.8', dark gray (5Y -4/1), (SWI.
-67.5 9.0
-68.0 9.5
S D, fine grained, quartz, traces ell
fragments, trace shell hash, trace silt, shell
fragments up to 0.5 ", very dark gray (5Y -3/1),
-
I (SP).
No Recoverv.
End of Boring
s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
Sample #1, Depth = 2.0'
1 Mean (mm): 0.28, Phi Sorting: 0.66
Fines (230): 0.99% (SP)
Sample #2, Depth = 4.8'
2 Mean (mm): 0.37, Phi Sorting: 0.94
Fines (230): 0.54% (SW)
Sample #3, Depth = 6.1'
3 Mean (mm): 0.26, Phi Sorting: 0.94
Fines (230):1.29% (SW)
Sample #4, Depth = 7.6'
4 Mean (mm): 0.24, Phi Sorting: 0.82
Fines (230):1.22% (SP)
0
-5
-10
-15
-20
25

11141
Jetted to 9.1'.
Boring Designation DCVC- 14 -96A
-10
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
-68.9 10.4
whole shell, shell fragments & whole shells up
I
• . •
SAND, fine grained, quartz, trace shell
• • •
fragments, trace shell hash, trace silt, trace
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -96A X = 3,017,674 Y = 852,820
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
hash, 0.5" shell fragment @ 15.7', silt increases
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
N _
>
End of Boring
x
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
0
a
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -04 -14 08:27 08 -04 -14 08:32
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -58.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 9.6 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 19.6 Ft.
TM
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-58.5 0.0 J
IOy
0
11141
Jetted to 9.1'.
-67.6 9.1
-10
Sample #1, Depth = 12.0'
SAND, fine grained, quartz, trace shell
_
fragments, trace shell hash, trace silt, trace
-68.9 10.4
whole shell, shell fragments & whole shells up
to 0.5 ", very dark qrav (5Y -3/1), (SPI.
• . •
SAND, fine grained, quartz, trace shell
• • •
fragments, trace shell hash, trace silt, trace
Shell Hash: 0 %, Fines (230): 17.50% (SM)
whole shell, shell fragments up to 1.0 ", whole
shells up to 0.5 ", (1.75 "x1.0 ") whole shell @
. • .
10.7', (3.0 "x1.0 ") whole shell @ 10.6', 1.5"
whole shell 10.8', 0.1' pocket of shell fragments
@ 12.8', silt increases with depth, dark gray
N -73.4 14.9
(5Y -4/1), (SP).
0
Silty SAND, fine grained, quartz, trace shell
0
hash, 0.5" shell fragment @ 15.7', silt increases
a
with depth, Bit Sample from 18.4' to 18.7', very
o
J -
dark gray (5Y -3/1), (SM).
-77.2 18.7
a
-78.1 19.6
0
No Recovery.
N _
>
End of Boring
x
0
0
a
w -
0
a
o _
O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
11141
-5
VC96 S#4 Sample #VC96 S#4, Depth= 9.1'- 10.4'
-10
Sample #1, Depth = 12.0'
1 Mean (mm): 0.19, Phi Sorting: 0.68
Fines (230): 2.36% (SP)
-15
Sample #2, Depth = 16.5'
2 Mean (mm): 0.12, Phi Sorting: 0.58
Shell Hash: 0 %, Fines (230): 17.50% (SM)
-20
11141

s
0
0
ai
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0
W
0
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a
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0
N
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a
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0
a
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J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -97
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -97
X = 3,019,065 Y = 852,820
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 08 -04 -14 09:10 08 -04 -14 09:18
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16. ELEVATION TOP OF BORING -60.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 12.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 12.4 Ft.
Bp
O
--
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-60.0 0.0 J
my
SAND, medium grained, quartz, trace shell
fragments, trace silt, trace whole shell, shell
Sample #1, Depth = 2.0'
`
fragments up to (15x0.5 "), whole shells up to
1 Mean (mm): 0.42, Phi Sorting: 1.14
(0.75 "x0.5 "), (3.0 "x1.75 ") shell fragment @ 2.8',
Fines (230): 0.81% (SW)
olive (5Y -5/3), (SW).
-64.1 4.1
Sample #2, Depth = 4.4'
-64.7 4.7 >
SAND, medium grained, quartz, trace shell
2 Mean (mm): 0.82, Phi Sorting: 1.26
_
_
fragments, trace silt, shell fragments up to
r Fines (230): 0.53% (SW)
\(2.0
"x1.25 "), light olive brown (2.5Y -5/4), (SW)./
SAND, fine grained, quartz, trace shell
• • •
fragments, trace silt, shell fragments up to
Sample #3, Depth = 8.0'
(1.0 "x0.5 "), (0.75 "x0.5 ") whole shell @ 7.1',
3 Mean (mm): 0.28, Phi Sorting: 0.61
Expansion from 11.0' to 12.4', olive (5Y -5/3),
Fines (230): 1.00% (SP)
° • •
(SP).
-72.4 12.4
End of Boring
s
0
0
ai
U
0
W
0
J
a
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0
N
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ca
O
cn -
O
K
a
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0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

-71.5
11.6
Boring Designation DCVC- 14 -97A
SAND, medium grained, quartz, trace shell
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
73.3
13.4 olive (5Y -5/3). (SW).
-74.1
I
I fragments, trace silt, shell fragments up to
I 0.25 ", dark olive cirav (5Y -3/2), (SP).
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
w
J -
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -97A X = 3,019,070 Y = 852,820
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -04 -14 09:32 08 -04 -14 09:36
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -59.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 1.8 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 14.2 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-59.9 0.0 J
IOy
Jetted to 11.6'.
-71.5
11.6
SAND, medium grained, quartz, trace shell
-72.4
12.5 fragments, trace silt, trace whole shell, shell
o•
fragments & whole shells up to (1.0'W.75 "),
1
73.3
13.4 olive (5Y -5/3). (SW).
-74.1
14.2 SAND, fine grained, quartz, trace shell
I fragments, trace silt, shell fragments up to
I 0.25 ", dark olive cirav (5Y -3/2), (SP).
-
No Recoverv.
0
o
End of Boring
K
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SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
VC97 S #1 Sample #VC97 S #1, Depth = 11.6'- 12.5'
Sample #1, Depth = 12.8'
1 Mean (mm): 0.19, Phi Sorting: 0.48
Fines (230):1.93% (SP)
0
-5
-10
-15
-20
25

0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -98
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative
Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -98
X = 3,017,465 Y = 851,326
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75.
DATE BORING 08 -04 -14 09:48 08 -04 -14 09:54
6, THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING -57.6 Ft.
7. DEPTH DRILLED INTO
ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 9.7 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.0 Ft.
TM
O
-W
ELEV. DEPTH w
(ft) (ft) W
CLASSIFICATION OF MATERIALS % X� REMARKS
Depths and elevations based on measured values REC. OQ
-57.6 0.0
0am
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 1.0'
whole shell, shell fragments up 0.75 ", whole
1 Mean (mm): 0.35, Phi Sorting: 0.73
-59.7 2.1
shells up to 0.5 ", 1.0" whole shell @ 0.7', olive
Fines (230): 0.53% (SP)
(5Y -5/3), (SP).
r
• • •
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 3.5'
fragments, trace shell hash, trace silt, shell
2 Mean (mm): 0.24, Phi Sorting: 0.48
::.
fragments up to 0.25 ", olive gray (5Y -4/2), (SP).
Fines (230): 0.84% (SP)
-62.3 4.7
-
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
1
whole shell, shell fragments & whole shells up
-64.2 6.6
to 0.5 ", (1.25 "x1.0 ") whole shell @ 5.1', olive
\ (5Y -5/3), (SP).
SAND, fine grained, qua z, trace shell
fragments, trace shell hash, trace silt, trace
whole shell, shell fragments & whole shells up
2
to 0.75 ", 0.2' medium grained pocket @ 9.0',
-67.3 9.7
(2.0 "x1.25 ") whole shell @ 8.9', olive gray
(5Y -4/2), (SP).
\ No Recovery.
/
End of Boring
N
0
0
ai -
U
0
a
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J -
a
v
0
N _
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X
O
cn -
O
K
a
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0
a
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O
J
SAJ FORM 1836
MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
0
-5
-10
-15
-20
25

Jetted to 10.0'.
-67.3 10.0
°
Boring Designation DCVC- 14 -98A
DIVISION
INSTALLATION SHEET 1
DRILLING LOG
I
fragment @ 13.6', 0.5" whole shells @ 12.5'&
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
N
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -98A X = 3,017,474 Y = 851,338
o -75.0 17.7
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
SAND, fine grained, quartz, some silt, trace
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
x
0
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -04 -14 10:25 08 -04 -14 10:31
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -57.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 8.3 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 19.6 Ft.
TM /BP
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) 0 Depths and elevations based on measured values REC. OQ
-57.3 0.0 J
IOy
Jetted to 10.0'.
-67.3 10.0
°
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
° fragments up to (1.0'x0.5 "), (1.75 "x1.0 ") shell
fragment @ 13.6', 0.5" whole shells @ 12.5'&
13.4', (1.25'x0.75 ") whole shell @ 14.7', dark
gray (5Y -4/1), (SW).
N -72.1 14.8
o
Silty SAND, fine grained, quartz, trace shell
N
fragments, trace shell hash, trace whole shell,
0
shell fragments & whole shells up to 0.25 ", very
a
dark gray (5Y -3/1), (SM).
o -75.0 17.7
-75.6 18.3
SAND, fine grained, quartz, some silt, trace
shell hash, dark grav (5Y -4/1), (SM). T
No Recovery.
-76.9 19.6
0
N _
>
End of Boring
x
0
0
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
Sample #1, Depth = 12.3'
1 Mean (mm): 0.29, Phi Sorting: 0.92
Fines (230): 3.28% (SW)
Sample #2, Depth = 16.2'
2 Mean (mm): 0.14, Phi Sorting: 0.69
Shell Hash: 0 %, Fines (230): 13.86% (SM)
0
-5
-10
-15
-20
P141

s
0
0
ai
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0
W
0
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O
K
a
w -
0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC -14 -99
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION
i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -99
X = 3,019,562 Y = 850,579
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore
Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
i VERTICAL i
'STARTED i COMPLETED
I] INCLINED
i i
75. DATE BORING 08 -04 -14 10:46 08 -04 -14 10:52
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -55.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 12.5 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 12.5 Ft.
Bp
O
-W
ELEV. DEPTH w
CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W
Depths and elevations based on measured values REC. OQ
-55.0 0.0
0am
SAND, fine grained, quartz, trace shell
Sample #1, Depth = 1.4'
fragments, trace shell hash, trace silt, shell
"), "x1.0 ")
1 Mean (mm): 0.33, Phi Sorting: 0.73
fragments up to (05x0.25 (1.25 shell
Fines (230): 0.68% (SP)
fragment @ 1.0', olive (5Y -5/3), (SP).
-57.6 2.6
-
SAND, fine grained, quartz, trace shell
Sample #2, Depth = 6.0'
fragments, trace shell hash, trace silt, shell
"),
2 Mean (mm): 0.28, Phi Sorting: 0.53
fragments up to (05x0.25 0.2' medium
Fines (230): 0.76% (SP)
grained pocket @ 5.2', olive gray (5Y -5/2), (SP).
-63.9 8.9 '
SAND, fine grained, quartz, trace shell hash,
Sample #3, Depth = 9.5'
-65.0 10.0
trace silt, light olive gray (5Y -6/2), (SP).
3 Mean (mm): 0.28, Phi Sorting: 0.49
..
Fines (230):1.25% (SP)
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.25 ", Expansion from 11.5' to
2
12.5', olive gray (5Y -5/2), (SP).
67.5 12.5 . .' .
End of Boring
s
0
0
ai
U
0
W
0
J
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
o _
O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25

-67.0 12.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.75 ", Bit Sample from 12.0' to
12.2', pale olive (5Y -6/3), (SW).
No Recovery.
N
-70.2 — 15.2
0
N End of Boring
U
0
a
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J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
a
w -
0
a
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O
J
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
0
-5
-10
-15
-20
25
Boring Designation DCVC- 14 -99A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -99A X = 3,019,582 Y = 850,573
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75.
DATE BORING 08 -04 -14 11:07 08 -04 -14 11:12
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -55.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 0,2 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 15.2 Ft.
Bp
O
--
ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-55.0 0.0 J
IOy
Jetted to 12.0'.
-67.0 12.0
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 0.75 ", Bit Sample from 12.0' to
12.2', pale olive (5Y -6/3), (SW).
No Recovery.
N
-70.2 — 15.2
0
N End of Boring
U
0
a
w
J -
a
O
v
0
N
U
X
ca
O
cn -
O
K
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Boring Designation DCVC -14 -100
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10. COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC -14 -100 X = 3,020,429 Y = 851,301
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Brian McCord
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i i
75. DATE BORING 08 -04 -14 11:24 08 -04 -14 11:30
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -56.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.4 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.6 Ft.
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ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% XIL REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-56.1 0.0
mn
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, trace
Sample #1, Depth = 5.0'
_ • • • whole shell, shell fragments up to 0.75 ", whole
1 Mean (mm): 0.26, Phi Sorting: 0.76
shells up to 1.0 ", 0.3' medium grained pocket @ Fines (230): 0.84% (SP)
9.4', olive gray (5Y -5/2), (SP).
-65.7 9.6
Sample #2, Depth = 10.0'
SAND, fine grained, quartz, trace shell
-66.5 10.4
2 Mean (mm): 0.24, Phi Sorting: 0.62
fragments, trace shell hash, trace silt, shell
fraaments up to 0.25 ", arav (5Y -5/1), (SP).
Fines (230):1.24% (SP)
No Recoverv.
End of Boring
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-66.8 11.0
SAND, fine grained, quartz, trace shell Sample #1, Depth = 12.6'
fragments, trace shell hash, trace silt, shell 1 Mean (mm): 0.24, Phi Sorting: 0.67
fragments up to (11.25'W.75"), gray (5Y -5/1), Fines (230):1.35% (SP)
N (SP).
N -70.8 15.0
No Recovery
(n -72.3 16.5
0
W End of Boring
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SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
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Boring Designation DCVC- 14 -100A
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 4.0 In.
OBX Cooperative Sand Search
10.
COORDINATE SYSTEM /DATUM HORIZONTAL i VERTICAL
Outer Banks, NC
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DCVC- 14 -100A X = 3,020,405 Y = 851,294
Alpine Pneumatic Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
American Vibracore Services, Inc.
12.
TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Brian McCord
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL i
'STARTED i COMPLETED
I] INCLINED i
75.
DATE BORING 08 -04 -14 11:40 08 -04 -14 11:46
6, THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -55.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 4 Ft.
16.
SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 16.5 Ft.
Bp
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ELEV. DEPTH w CLASSIFICATION OF MATERIALS
% X� REMARKS
(ft) (ft) W Depths and elevations based on measured values REC. OQ
-55.8 0.0 J
IOy
Jetted to 11.0'.
-66.8 11.0
SAND, fine grained, quartz, trace shell Sample #1, Depth = 12.6'
fragments, trace shell hash, trace silt, shell 1 Mean (mm): 0.24, Phi Sorting: 0.67
fragments up to (11.25'W.75"), gray (5Y -5/1), Fines (230):1.35% (SP)
N (SP).
N -70.8 15.0
No Recovery
(n -72.3 16.5
0
W End of Boring
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SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
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