2019 Banks Channel Core Logs

1
2
3
-11.2
-15.0
-15.8
3.7
7.5
8.3
Sample #1, Depth = 1.8'
Mean (mm): 0.23, Phi Sorting: 0.71
Fines (230): 0.54% (SP)
Sample #2, Depth = 5.7'
Mean (mm): 0.59, Phi Sorting: 1.79
Fines (230): 0.37% (SW)
Sample #3, Depth = 8.0'
Mean (mm): 0.23, Phi Sorting: 0.73
Fines (230): 0.15% (SP)
Sand - fine to medium grained, moderately
well sorted quartz sand with sparse shell
fragments and shell hash (<0.1'). Shell hash
and fragments concentrated at bottom of
stratigraphic layer. Sparse silt at 2' to 3'.,
(SP).
Sand - fine to medium grained, moderatly
well sorted quartz sand with moderate fine
shell hash and shell fragments (<0.15').,
(SW).
Sand - fine to medium grained, well sorted
clean quartz sand with minimal very fine shell
hash., (SP).
End of Boring
NAD 1983North Carolina State Plane
8.3 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-11-19 12:56
-7.5 Ft.
-7.5
07-11-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-01
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,422,779 Y = 236,720
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-01
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
-11.1
-16.1
2.6
7.6
Sample #1, Depth = 1.3'
Mean (mm): 0.27, Phi Sorting: 1.07
Fines (230): 0.60% (SW)
Sample #2, Depth = 4.0'
Mean (mm): 1.32, Phi Sorting: 2.27
Fines (230): 0.64% (SW)
Sand - fine to medium grained, moderately
well sorted quartz sand with sparse shell
hash and small shell fragments (<0.1')., (SP).
Shelly Sand - fine to medium grained, poorly
sorted quartz sand with moderate to
abundant shell hash and shell fragments
(<0.2'). Sparse quartz pebbles (<0.1')., (SW).
End of Boring
NAD 1983North Carolina State Plane
7.6 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-11-19 13:22
-8.5 Ft.
-8.5
07-11-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 8.5 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-02
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,423,458 Y = 237,407
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-02
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
3
-11.5
-13.1
-16.3
1.5
3.1
6.3
Sample #1, Depth = 1.0'
Mean (mm): 0.31, Phi Sorting: 0.75
Fines (230): 0.14% (SP)
Sample #2, Depth = 2.3'
Mean (mm): 0.75, Phi Sorting: 2.02
Fines (230): 0.70% (SW)
Sample #3, Depth = 4.7'
Mean (mm): 0.25, Phi Sorting: 0.71
Fines (230): 0.05% (SP)
Sand - fine to medium grained, very well
sorted quartz sand with sparse very fine shell
hash., (SP).
Shelly Sand - fine to medium grained, poorly
sorted quartz sand with moderate to
abundant shell hash and shell fragments
(<0.25')., (SW).
Sand - fine to medium grained, very well
sorted quartz sand with very sparse small
shell fragments (<0.05') and very fine shell
hash. Consistent clean quartz sand, (SP).
End of Boring
NAD 1983North Carolina State Plane
6.3 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-11-19 13:50
-10.0 Ft.
-10.0
07-11-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 7.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-03
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,423,976 Y = 237,922
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-03
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
-9.5
-16.0
1.8
8.3
Sample #1, Depth = 0.9'
Mean (mm): 0.21, Phi Sorting: 0.67
Fines (230): 0.20% (SP)
Sample #2, Depth = 6.2'
Mean (mm): 0.65, Phi Sorting: 1.78
Fines (230): 0.58% (SW)
Sand - fine to medium grained, well sorted
quartz sand with sparse small shell
fragments and fine shell hash., (SP).
Sand - fine to medium grained, poorly sorted
quartz sand with sparse to abundant shell
hash and shell fragments (<0.15'). Layers of
clean quartz sand with little to no shell hash
or shell fragments from 3' to 3.7' and 7.6' to
8.3'. Sparse whole shells., (SW).
End of Boring
NAD 1983North Carolina State Plane
8.3 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 08:48
-7.7 Ft.
-7.7
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.5 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-04
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,424,617 Y = 238,494
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-04
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
3
-11.3
-12.3
-15.2
-17.2
3.3
4.3
7.2
9.2
Sample #1, Depth = 1.8'
Mean (mm): 0.18, Phi Sorting: 0.46
Fines (230): 0.87% (SP)
Sample #2, Depth = 3.7'
Mean (mm): 1.16, Phi Sorting: 2.46
Fines (230): 0.20% (SW)
Sample #3, Depth = 6.0'
Mean (mm): 0.55, Phi Sorting: 2.21
Fines (230): 0.72% (SW)
Sand - fine grained, very well sorted clean
quartz sand with very sparse fine shell hash.
Very clean, consistent quartz sand., (SP).
Shell Sand - fine grained, poorly sorted
quartz sand with moderate fine to medium
shell hash and shell fragments (<0.1').
Sparse silt at 4.1'., (SW).
Sand - fine to medium grained, moderately
well sorted quartz sand with sparse shell
hash. Increase in shell hash and shell
fragments from 5' to 6'. Whole shells (<0.25')
at 5.5'., (SP).
Silty Sand - very fine grained sand with
abundant silt and moderate shell hash and
whole shells (<0.25')., (SP-SM).
End of Boring
NAD 1983North Carolina State Plane
9.2 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 09:14
-8.0 Ft.
-8.0
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 10.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-05
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,425,375 Y = 238,994
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-05
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
-14.0
-17.3
3.6
6.9
Sample #1, Depth = 1.7'
Mean (mm): 0.44, Phi Sorting: 1.71
Fines (230): 0.45% (SW)
Sample #2, Depth = 4.5'
Mean (mm): 0.21, Phi Sorting: 0.54
Fines (230): 0.88% (SP)
Shelly Sand - fine to medium grained, poorly
sorted quartz sand with moderate shell hash
and shell fragments (<0.15'). Most shell hash
concentrated from 0.7' to 1.7' with lower
quantities above and below., (SW).
Sand - fine to medium grained, well sorted
clean quartz sand with sparse shell hash and
shell fragments., (SP).
End of Boring
NAD 1983North Carolina State Plane
6.9 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 09:33
-10.4 Ft.
-10.4
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 7.5 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-06
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,425,903 Y = 239,845
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-06
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
2
3
-9.7
-12.4
-13.4
-17.5
-20.2
3.5
6.2
7.2
11.3
14.0
Sample #1, Depth = 1.5'
Mean (mm): 0.53, Phi Sorting: 3.15
Fines (230): 21.50% (SM-H)
Sample #2, Depth = 4.3'
Mean (mm): 0.19, Phi Sorting: 0.69
Fines (230): 2.55% (SP)
Sample #3, Depth = 7.5'
Mean (mm): 0.16, Phi Sorting: 0.44
Fines (230): 1.00% (SP)
Sandy silt - very fine grained sand with
moderate to abundant silt. Moderate shell
hash and shell fragments (<0.2'). Shell hash
and fine shell with little to no silt from 0.0' to
0.3'., (SM).
Sand - fine grained, poorly sorted quartz
sand with moderate silt. Little to no shell
hash or shell fragments., (SP-SM).
Silty Shelly Sand - very fine grained sand
with abundant silt and clay. Moderate to
abundant shell fragments. Very similar to top
layer and sample taken at 1.7' represents
this layer as well., (SW-SC).
Sand - very fine to fine grained, moderately
well sorted sand with sparse silt and isolated
shells. Overall clean quartz sand with
increase in silt from 9.6' to 10.3'., (SP).
Silty Sand - very fine grained, poorly sorted
sand with moderate to abundant silt and
sparse shell fragments (<0.1'). Below
proposed dredge depth, no sample taken,
(SM).
End of Boring
NAD 1983North Carolina State Plane
14 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 09:52
-6.2 Ft.
-6.2
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 16.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-07
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,425,484 Y = 240,843
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-07
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
3
-10.6
-11.6
-16.2
2.9
3.9
8.5
Sample #1, Depth = 1.7'
Mean (mm): 0.18, Phi Sorting: 0.64
Fines (230): 2.33% (SP)
Sample #2, Depth = 3.3'
Mean (mm): 0.35, Phi Sorting: 2.43
Fines (230): 2.99% (SW)
Sample #3, Depth = 6.0'
Mean (mm): 0.16, Phi Sorting: 0.39
Fines (230): 0.39% (SP)
Sand - fine grained, well sorted quartz sand
with sparse fine shell hash. Thin layer of
abundant shell fragments (<0.15') and shell
hash from 1.1' to 1.3'., (SP).
Sand - fine grained, poorly sorted quartz
sand with moderate shell fragments (<0.2')
and small whole shells (<0.1'). Sparse silt
mixed in with shelly areas., (SW).
Sand - fine grained, well sorted clean quartz
sand little to no shell hash. Shell fragments
isolated to individual layers from 6.9' to 7.3'
and moderate medium shell hash from 8.1' to
8.5'., (SP).
End of Boring
NAD 1983North Carolina State Plane
8.5 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 10:14
-7.7 Ft.
-7.7
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 10.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-08
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,425,246 Y = 241,084
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-08
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
-10.4
-16.1
-18.8
2.4
8.1
10.8
Sample #1, Depth = 0.8'
Mean (mm): 0.31, Phi Sorting: 2.35
Fines (230): 5.94% (SW-SM)
Sample #2, Depth = 3.9'
Mean (mm): 1.35, Phi Sorting: 3.55
Fines (230): 29.83% (SM-H)
Sand - very fine to fine grained, well sorted
quartz sand with sparse fine shell hash.
Layer of silt and shell hash and shell
fragments(<0.2') from 0.7' to 1.1'., (SP).
Silty Shelly Sand - very fine grained, poorly
sorted sand with abundant silt, shell
fragments, whole shells, and shell hash
(<0.25')., (SW-SM).
Sand - very fine grained, poorly sorted sand
with moderate silt. Sparse shell fragments
and shell hash. No sample taken, layer below
dredge depth., (SM-SC).
End of Boring
NAD 1983North Carolina State Plane
10.8 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 10:33
-8.0 Ft.
-8.0
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 12.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-09
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,424,723 Y = 241,369
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-09
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
-11.1
-17.1
-20.9
4.4
10.4
14.2
Sample #1, Depth = 3.3'
Mean (mm): 0.34, Phi Sorting: 1.87
Fines (230): 1.30% (SW)
Sample #2, Depth = 6.8'
Mean (mm): 1.18, Phi Sorting: 3.63
Fines (230): 27.82% (SM-H)
Sand - very fine to fine grained, well sorted
sand with sparse amounts of silt. Sparse
small shell fragments. Large increase in shell
hash and shell fragments (<0.15') from 3.4' to
4.4', (SP).
Sandy Silt - very fine graned sand with
abundant silt and shell fragments and whole
shells. Decrease in silt content from 5.8' to
6.3'., (SW-SC).
Silty Sand - very fine grained sand with
moderate amount of silt. Sparse small shell
fragments. No sample taken, below dredge
depth., (SM).
End of Boring
NAD 1983North Carolina State Plane
14.2 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 10:55
-6.7 Ft.
-6.7
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 16.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-10
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,424,473 Y = 241,594
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-10
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
-12.3
-15.5
-17.9
4.8
8.0
10.4
Sample #1, Depth = 2.0'
Mean (mm): 0.47, Phi Sorting: 2.93
Fines (230): 1.34% (SW)
Sample #2, Depth = 6.0'
Mean (mm): 0.37, Phi Sorting: 2.82
Fines (230): 47.65% (SM-H)
Sand - fine grained, moderately well sorted
sand with sparse silt and sparse shell
fragments. Shell hash and fragments (<0.1')
layer from 0.7' to 1.2' and slight increase in
silt content from 4.2' to 4.8'., (SP).
Sand silt - very fine grained silt with sparse to
moderate fine grained sand. Sparse shell
fragments and whole shells (<0.2'), (SM).
Sand - very fine to fine grained, moderately
well sorted sand with sparse silt. Sparse fine
shell hash and small shell fragments. No
sample taken, below dredge depth., (SP).
End of Boring
NAD 1983North Carolina State Plane
10.4 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 11:26
-7.5 Ft.
-7.5
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 12.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-11
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,424,220 Y = 242,045
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-11
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
-10.8
-15.2
-19.5
2.1
6.5
10.8
Sample #1, Depth = 0.5'
Mean (mm): 0.36, Phi Sorting: 2.06
Fines (230): 1.35% (SW)
Sample #2, Depth = 3.5'
Mean (mm): 0.18, Phi Sorting: 1.83
Fines (230): 37.24% (SM-H)
Sand - fine grained, moderately well sorted
sand with sparse silt and shell fragments
(<0.1'). Increase in shell material from 0.7' to
1.0'. Otherwise clean quartz sand., (SP).
Sandy Silt - very fine grained sand with
abundant silt. Sparse to moderate shell
fragments and whole shells (<0.2').,
(SM-SC).
Sand - fine grained, moderately well sorted
sand with sparse silt. Very fine shell hash
and sparse small shell fragments. No sample
taken, below dredge depth., (SP).
End of Boring
NAD 1983North Carolina State Plane
10.8 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 11:45
-8.7 Ft.
-8.7
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 12.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-12
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,423,945 Y = 242,760
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-12
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9
1
2
3
-13.2
-14.0
-19.5
-21.0
0.8
1.6
7.1
8.6
Sample #1, Depth = 0.4'
Mean (mm): 0.35, Phi Sorting: 1.43
Fines (230): 0.45% (SW)
Sample #2, Depth = 1.3'
Mean (mm): 0.77, Phi Sorting: 2.17
Fines (230): 6.10% (SW-SM)
Sample #3, Depth = 2.0'
Mean (mm): 0.35, Phi Sorting: 0.77
Fines (230): 0.50% (SP)
Sand - fine to medium grained, poorly sorted
quartz sand with moderate fine shell hash.,
(SW).
Shelly Sand - fine to medium grained, poorly
sorted quartz sand with abundant shell hash
and shell fragments (<0.1'). Sparse silt mixed
in., (SW).
Sand - medium grained, poorly sorted quartz
sand. Little to no shell hash or shell
fragments. Increase in grain size (coarse
grained) and moderate quartz pebbles from
.9' to 4.5'. Grain size decreases to fine to
medium from 4.5' to 7.1'., (SP).
Sand - fine grained, very well sorted quartz
sand with little to no shell hash or shells.
Sparse silt mixed in, much brighter color than
sediment above. No sample taken, below
dredge depth., (SP).
End of Boring
NAD 1983North Carolina State Plane
8.6 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-12-19 12:08
-12.4 Ft.
-12.4
07-12-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 10.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-13
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,423,877 Y = 243,453
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
BO
X

O
R
SA
M
P
L
E
DEPTH(ft)
0
5
10
15
20
25
LE
G
E
N
D
%REC.REMARKS
Boring Designation 2019-VC-SC-13
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
FL
O
R
I
D
A

D
E
P

R
O
S
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
2
9
/
1
9