2017 Banks Channel Core Logs

1
2
-11.4
-13.5
-25.1
2.6
4.7
16.3
Sample #1, Depth = 0.8'
Mean (mm): 0.23, Phi Sorting: 0.83
Fines (230): 0.42% (SP)
Sample #2, Depth = 3.2'
Mean (mm): 0.96, Phi Sorting: 1.23
Fines (230): 0.22% (SW)
Single layer, Sand - fine grained, well sorted
clean quartz sand with sparse to no fine shell
hash. Sparse whole shells (<0.1') located at
very top of core., light gray (2.5Y-7/2), (SP).
Single layer, Shelly sand - fine to medium
grained, poorly sorted quartz sand with
abundant fine to medium shell hash and shell
fragments (<0.15'). Organic rich silty fine
sand layer from 3.3' to 3.5'. Noticible change
in sediment color at 3.7'., light gray
(2.5Y-7/2), (SW).
Alternating layers, Silty sand - very fine
grained clay, silt and sand with oyster shells
at top of layer. Layers of fine grained well
sorted quartz sand at 6.1' to 7.7', 11.4' to
12.2', and 15.3' to 16.3'. Not a beach
compatible layer, no samples taken., dark
gray (5Y-4/1), (SM-SC).
End of Boring
NAD 1983North Carolina State Plane
16.3 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-09-17 12:46
-8.8 Ft.
-8.8
06-09-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 18.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-29
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,408,542 Y = 223,363
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
0.0 Ft.
3.0 In.
BO
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DEPTH(ft)
0
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15
20
25
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%REC.REMARKS
Boring Designation 2017-VC-TB-29
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
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7
1
-16.0
-17.4
4.9
6.3
Sample #1, Depth = 2.3'
Mean (mm): 0.37, Phi Sorting: 0.85
Fines (230): 0.20% (SP)
Single layer, Sand - fine to medium grained,
poorly sorted quartz sand with moderate shell
hash and shell fragments (<0.1'). Shell hash
content increases from 1.1' to 1.6' and 3.2' to
3.7'., light gray (2.5Y-7/1), (SW).
Single layer, Silty sand - very fine grained,
poorly sorted quartz sand with layers of dark
gray silty sand. Little to no shell hash or shell
fragments., gray (5Y-5/1), (SW-SM).
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
06-11-17 10:02
-11.1 Ft.
-11.1
06-11-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 7.5 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-30
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,409,180 Y = 223,993
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
0.0 Ft.
3.0 In.
BO
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DEPTH(ft)
0
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10
15
20
25
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%REC.REMARKS
Boring Designation 2017-VC-TB-30
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
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7
1
-12.0
-16.2
4.7
8.9
Sample #1, Depth = 2.8'
Mean (mm): 0.70, Phi Sorting: 1.56
Fines (230): 0.42% (SW)
Single layer, Shelly sand - fine to medium
grained, poorly sorted quartz sand with
moderate to abundant shell hash and sparse
shell fragments (<0.1'). Sediment is the same
silty sand from 4.3' to 4.7', but there is a
noticicable color change to 2.5Y 6/1., light
gray (2.5Y-7/2), (SW).
Single layer, Silty sand - very fine grained
poorly sorted silt with sand and sparse shells.
Predominatly very fine grained quartz sand
from 7.2' to 8.4'., dark olive gray (5Y-3/2),
(SM).
End of Boring
NAD 1983North Carolina State Plane
8.9 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-11-17 10:45
-7.3 Ft.
-7.3
06-11-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 10.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-31
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,409,570 Y = 224,723
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
0.0 Ft.
3.0 In.
BO
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DEPTH(ft)
0
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10
15
20
25
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%REC.REMARKS
Boring Designation 2017-VC-TB-31
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
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1
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1
2
-13.2
-17.0
5.7
9.5
Sample #1, Depth = 1.3'
Mean (mm): 0.27, Phi Sorting: 0.88
Fines (230): 0.38% (SW)
Sample #2, Depth = 6.5'
Mean (mm): 0.51, Phi Sorting: 1.11
Fines (230): 0.34% (SW)
Single layer, Sand - fine to medium grained,
well sorted quartz sand with sparse to
moderate fine shell hash and sparse shell
fragments (<0.1'). Most shell hash and shell
fragments are isolated to bottom of layer (4.8'
to 5.4')., light gray (2.5Y-7/2), (SP).
Single layer, Shelly sand - medium grained,
poorly sorted quartz sand with moderate
medium grained shell hash and small shell
fragments (<0.1')., light gray (2.5Y-7/1),
(SW).
End of Boring
NAD 1983North Carolina State Plane
9.5 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-11-17 11:17
-7.5 Ft.
-7.5
06-11-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 11.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-32
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,410,333 Y = 225,075
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
0.0 Ft.
3.0 In.
BO
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DEPTH(ft)
0
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10
15
20
25
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%REC.REMARKS
Boring Designation 2017-VC-TB-32
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
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7
1
2
-12.1
-16.8
-18.9
4.9
9.6
11.7
Sample #1, Depth = 2.3'
Mean (mm): 0.69, Phi Sorting: 1.53
Fines (230): 0.44% (SW)
Sample #2, Depth = 5.7'
Mean (mm): 0.24, Phi Sorting: 0.62
Fines (230): 0.24% (SP)
Single layer, Shelly sand - medium grained,
poorly sorted quartz sand with moderate
medium shell hash, shell fragments and
whole shells (<0.1'). 0.0' to 0.9' has little to no
shell material. Laminae of larger shells
(<0.2') at 1.7' to 2.0' and 4.0' to 4.3'., light
gray (2.5Y-7/2), (SW).
Single layer, Sand - fine to medium grained,
well sorted quartz sand with sparse fine shell
hash. Little to no shell fragments or whole
shells., light gray (2.5Y-7/1), (SP).
Single layer, Silty sand - very fine grained,
well sorted silt and sand. Sparse small shell
fragments. Not beach compatible, no sample
taken., very dark gray (5Y-3/1), (SM-SC).
End of Boring
NAD 1983North Carolina State Plane
11.7 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-11-17 11:44
-7.2 Ft.
-7.2
06-11-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 14.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-33
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,411,001 Y = 225,699
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
0.0 Ft.
3.0 In.
BO
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DEPTH(ft)
0
5
10
15
20
25
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%REC.REMARKS
Boring Designation 2017-VC-TB-33
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
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1
2
-16.6
-18.9
-21.0
6.1
8.4
10.5
Sample #1, Depth = 0.6'
Mean (mm): 1.36, Phi Sorting: 2.19
Fines (230): 0.49% (SW)
Sample #2, Depth = 4.5'
Mean (mm): 0.28, Phi Sorting: 0.76
Fines (230): 0.45% (SP)
Single layer, Shelly sand - medium grained,
poorly sorted quartz sand with moderate
medium grained shell hash and moderate
shell fragements and whole shells (<0.2').
Small quartz pepples scattered throughout
layer. Area of reduced shell hash from 3.8' to
5.2'., light gray (2.5Y-7/1), (SW).
Single layer, Silty sand - very fine grained,
well sorted silty sand with sparse small shell
fragments. Not beach compatible - no
sample taken, very dark gray (5Y-3/1),
(SM-SC).
Single layer, Sand - fine grained, well sorted
quartz sand with little to no shell hash or shell
fragments. Sparse clay/silt balls present in
layer. Very consistant throughout. No sample
taken due to overburden of incompatible
material., light gray (2.5Y-7/1), (SP).
End of Boring
NAD 1983North Carolina State Plane
10.5 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-11-17 12:13
-10.5 Ft.
-10.5
06-11-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 12.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-34
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,411,803 Y = 226,085
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
0.0 Ft.
3.0 In.
BO
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DEPTH(ft)
0
5
10
15
20
25
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%REC.REMARKS
Boring Designation 2017-VC-TB-34
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
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2
-15.4
-20.2
-20.8
5.8
10.6
11.2
Sample #1, Depth = 2.0'
Mean (mm): 0.39, Phi Sorting: 1.29
Fines (230): 0.62% (SW)
Sample #2, Depth = 9.0'
Mean (mm): 0.30, Phi Sorting: 0.67
Fines (230): 0.25% (SP)
Single layer, Sand - fine to medium grained,
poorly sorted quartz sand with sparse to
moderate fine to medium grained shell hash
and small shell fragments (<0.1'). Moderate
medium shell hash from 2.2' to 4.5', with less
amounts of shell hash above and below this
area., light gray (2.5Y-7/1), (SW).
Single layer, Sand - fine grained, well sorted
quartz sand with sparse fine shell hash. Thin
layer of increased shell fragments from 10.5'
to 10.6'., light gray (2.5Y-7/1), (SP).
Single layer, Silty sand - very fine grained
well sorted silt, clay and sand. Little to no
shell fragments. Not beach compatible - no
samples taken., very dark gray (5Y-3/1),
(SM-SC).
End of Boring
NAD 1983North Carolina State Plane
11.2 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-11-17 13:54
-9.6 Ft.
-9.6
06-11-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 13.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-35
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,412,137 Y = 226,951
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
0.0 Ft.
3.0 In.
BO
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DEPTH(ft)
0
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15
20
25
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%REC.REMARKS
Boring Designation 2017-VC-TB-35
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
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2
3
-9.3
-11.4
-16.4
2.3
4.4
9.4
Sample #1, Depth = 1.3'
Mean (mm): 0.20, Phi Sorting: 0.41
Fines (230): 0.66% (SP)
Sample #2, Depth = 3.4'
Mean (mm): 0.83, Phi Sorting: 1.66
Fines (230): 0.45% (SW)
Sample #3, Depth = 5.9'
Mean (mm): 0.53, Phi Sorting: 1.37
Fines (230): 0.55% (SW)
Single layer, Sand - fine grained, well sorted
clean quartz sand with little to no shell hash
or shell fragments., light brownish gray
(2.5Y-6/2), (SP).
Single layer, Sand - medium grained, poorly
sorted quartz sand with moderate medium
shell hash and sparse whole shells and shell
fragments (<0.2')., light gray (2.5Y-7/2),
(SW).
Single layer, Shelly sand - medium grained,
poorly sorted quartz sand with moderate
medium grained shell hash and sparse to
moderate shell fragments and whole shells
(<0.2'). Very similar to above layer, but
noticible change in color at 4.4'., gray
(2.5Y-6/1), (SW).
End of Boring
NAD 1983North Carolina State Plane
9.4 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-11-17 14:15
-7.0 Ft.
-7.0
06-11-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 11.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-36
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,412,669 Y = 227,697
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
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 2017-VC-TB-36
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
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F
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O
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S
.
G
D
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9
/
2
/
1
7
1
2
-16.0
-20.4
5.0
9.4
Sample #1, Depth = 1.5'
Mean (mm): 0.30, Phi Sorting: 0.81
Fines (230): 0.33% (SP)
Sample #2, Depth = 5.6'
Mean (mm): 0.14, Phi Sorting: 0.44
Fines (230): 2.61% (SP)
Single layer, Sand - fine to medium grained,
well sorted quartz sand with sparse fine
grained shell hash and sparse shell
fragments (<0.15')., light gray (2.5Y-7/1),
(SP).
Single layer, Silty sand - very fine to fine
grained, poorly sorted silty sand with layers
of increased silt/clay and oyster shells (7.3' to
7.9'). Area of predominately fine grained
quartz sand from 6.0' to 7.3'., dark gray
(2.5Y-4/1), (SM-SC).
End of Boring
NAD 1983North Carolina State Plane
8.4 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 15:18
-11.0 Ft.
-11.0
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.5 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-37
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,412,950 Y = 228,266
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
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 2017-VC-TB-37
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
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F
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G
D
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9
/
2
/
1
7
1
2
3
-14.1
-15.9
8.5
10.3
Sample #1, Depth = 2.0'
Mean (mm): 0.22, Phi Sorting: 0.78
Fines (230): 0.49% (SP)
Sample #2, Depth = 6.6'
Mean (mm): 0.67, Phi Sorting: 1.19
Fines (230): 0.39% (SW)
Sample #3, Depth = 9.9'
Mean (mm): 0.64, Phi Sorting: 1.62
Fines (230): 0.69% (SW)
Alternating layers, Sand - fine to medium
grained, poorly sorted quartz sand with
sparse fine shell hash and sparse small shell
fragments. Layers of moderate medium
grained shell hash and shell fragments
(<0.2') at 2.4' to 2.6', 5.9' to 6.9' and 7.8' to
8.5'., light gray (2.5Y-7/1), (SW).
Single layer, Shelly sand - fine to medium
grained poorly sorted quartz sand with
moderate medium grained shell hash and
shell fragments (<0.2'). Similar to the shell
hash layers above but much more grey in
color., light brownish gray (2.5Y-6/2), (SW).
End of Boring
NAD 1983North Carolina State Plane
10.3 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 13:03
-5.6 Ft.
-5.6
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 12.3 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-38
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,413,730 Y = 228,968
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
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 2017-VC-TB-38
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
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O
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.
G
D
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9
/
2
/
1
7
1
2
3
-10.6
-15.9
-16.9
6.9
12.2
13.2
Sample #1, Depth = 2.3'
Mean (mm): 0.19, Phi Sorting: 0.43
Fines (230): 0.35% (SP)
Sample #2, Depth = 8.7'
Mean (mm): 0.89, Phi Sorting: 1.11
Fines (230): 0.47% (SW)
Sample #3, Depth = 11.1'
Mean (mm): 0.62, Phi Sorting: 1.36
Fines (230): 0.34% (SW)
Single layer, Sand - fine grained, well sorted
clean quartz sand with sparse to no shell
hash, shell fragments or whole shells. Very
consistent through entire layer., light
brownish gray (2.5Y-6/2), (SP).
Single layer, Shelly sand - fine to medium
grained, poorly sorted quartz sand with
moderate medium grained shell hash,
fragments and whole shells (<0.3'). Noticible
break in color at 9.9' to 2.5Y 6/2. Clay layer
from 11.3' to 11.5'. Layer of shells at 12.1' to
12.2'., light gray (2.5Y-7/2), (SW).
Single layer, Silty sand - very fine grained silt
and sand with sparse small shell fragments
(<0.1'). Not beach compatible - no sample
taken., very dark gray (2.5Y-3/1), (SM).
End of Boring
NAD 1983North Carolina State Plane
13.2 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 12:01
-3.7 Ft.
-3.7
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 15.7 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-39
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,414,397 Y = 229,589
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
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 2017-VC-TB-39
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
L

D
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9
/
2
/
1
7
1
2
-15.1
-16.6
6.5
8.0
Sample #1, Depth = 2.2'
Mean (mm): 0.51, Phi Sorting: 1.68
Fines (230): 0.68% (SW)
Sample #2, Depth = 6.8'
Mean (mm): 0.23, Phi Sorting: 0.49
Fines (230): 0.44% (SP)
Single layer, Shelly sand - fine to medium
grained, poorly sorted quartz sand with
moderate medium shell hash, shell
fragments and whole shells (<0.2'). Most
shells and shell fragments are concentrated
0.2' and 2.6'. Hardened tube worm colony
located at 0.3'., light gray (2.5Y-7/2), (SW).
Single layer, Sand - fine grained, well sorted
quartz sand with little to no shell hash or shell
fragments. Very clean and consistent
throughout layer., light gray (2.5Y-7/1), (SP).
End of Boring
NAD 1983North Carolina State Plane
8 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 11:13
-8.6 Ft.
-8.6
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-40
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,415,238 Y = 229,962
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
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 2017-VC-TB-40
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
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F
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D
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9
/
2
/
1
7
1
2
-13.9
-17.1
-17.2
5.2
8.4
8.5
Sample #1, Depth = 1.6'
Mean (mm): 0.30, Phi Sorting: 0.89
Fines (230): 0.65% (SW)
Sample #2, Depth = 6.8'
Mean (mm): 0.40, Phi Sorting: 0.82
Fines (230): 0.44% (SP)
Single layer, Sand - fine grained, well sorted
quartz sand with sparse shell hash and shell
fragments. Moderate fine to medium grained
shell hash from 0.0' to 1.7'. Small amounts of
silt mixes in from 4.9' to 5.2'., light gray
(2.5Y-7/1), (SP).
Single layer, Sand - fine to medium grained,
poorly sorted quartz sand with moderate fine
to medium grained shell hash and small shell
fragments and pebbles (<0.15'). Layer begins
grey and lightens up down core., light gray
(2.5Y-7/1), (SW).
Single layer, Silty sand - fine grained sand
with moderate amounts of silt and fine to
medium grained shell hash., very dark
grayish brown (2.5Y-3/2), (SM).
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
06-10-17 10:47
-8.7 Ft.
-8.7
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-41
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,415,903 Y = 230,594
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
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 2017-VC-TB-41
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
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F
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9
/
2
/
1
7
1
2
-14.1
-16.5
5.9
8.3
Sample #1, Depth = 2.9'
Mean (mm): 0.23, Phi Sorting: 0.73
Fines (230): 0.44% (SP)
Sample #2, Depth = 6.4'
Mean (mm): 0.77, Phi Sorting: 1.72
Fines (230): 0.48% (SW)
Single layer, Sand - fine grained, moderately
well sorted quartz sand with litle to no shell
hash or fragments. Isolated area of shell
fragments and whole shells from 1.2' to 1.6'
and sparse to moderate fine shell hash from
0.0' to 1.2'., light gray (2.5Y-7/2), (SP).
Single layer, Sand - fine to medium grained,
poorly sorted quartz sand with moderate
medium grained shell hash, shell fragments
and whole shells (<0.2'). Most shells are
between 5.9' and 7.2', then whole shells not
present to bottom of core., light gray
(2.5Y-7/1), (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
06-10-17 09:48
-8.2 Ft.
-8.2
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-42
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,416,709 Y = 230,948
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
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 2017-VC-TB-42
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
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F
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G
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9
/
2
/
1
7
1
-16.0 8.2
Sample #1, Depth = 2.7'
Mean (mm): 0.25, Phi Sorting: 0.57
Fines (230): 0.36% (SP)
Single layer, Sand - fine grained, well sorted
quartz sand with sparse to no shell hash or
shell fragments. Increased amounts of shell
hash, shell fragments and whole shells from
0.0' to 1.3', but below that sediment is very
consitently clean quartz sand., light gray
(2.5Y-7/2), (SP).
End of Boring
NAD 1983North Carolina State Plane
8.2 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 09:22
-7.8 Ft.
-7.8
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-43
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,417,144 Y = 231,753
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
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 2017-VC-TB-43
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
L

D
E
P

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O
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S
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G
D
T

9
/
2
/
1
7
1
2
-13.6
-19.0
-21.1
4.2
9.6
11.7
Sample #1, Depth = 2.0'
Mean (mm): 0.27, Phi Sorting: 0.90
Fines (230): 0.74% (SW)
Sample #2, Depth = 4.6'
Mean (mm): 0.20, Phi Sorting: 1.49
Fines (230): 2.44% (SW)
Single layer, Sand - fine to medium grained,
moderately well sorted quartz sand with
moderate fine shell hash and sparse small
shell fragments (<0.1')., light gray (2.5Y-7/1),
(SP).
Single layer, Silty sand - fine grained poorly
sorted quartz sand with moderate to
abundant silt and layers of oyster shells.
Increased silt and oyster content at 4.2' to
4.7', 6.2' to 7.8', and 8.7' to 9.4'., dark gray
(5Y-4/1), (SM).
Single layer, Sand - fine grained, well sorted
quartz sand with little to no shell hash or shell
fragements. Consistantly clean quartz sand.,
light brownish gray (2.5Y-6/2), (SP).
End of Boring
NAD 1983North Carolina State Plane
11.7 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 08:59
-9.4 Ft.
-9.4
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 13.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-44
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,417,805 Y = 232,407
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
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 2017-VC-TB-44
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

9
/
2
/
1
7
1
-11.7
-13.7
-15.8
2.9
4.9
7.0
Sample #1, Depth = 0.9'
Mean (mm): 0.88, Phi Sorting: 2.23
Fines (230): 0.69% (SW)
Single layer, Shelly sand - medium grained,
poorly sorted quartz sand with moderate to
abundant medium shell hash and shell
fragments (<0.2')., gray (2.5Y-6/1), (SW).
Single layer, Silty sand - very fine grained,
well sorted sand with abundant silt and clay.
Sparse small oyster shell fragments. Not
beach compatible - no sample taken., very
dark gray (5Y-3/1), (SM).
Single layer, Sand - fine grained, moderately
well sorted quartz sand with sparse to no
shell hash or shell fragments. Pockets of silt
scattered thoughout and become mostly silt
and clay with shell fragments from 6.7' to
7.0'., light gray (2.5Y-7/1), (SW).
End of Boring
NAD 1983North Carolina State Plane
7 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 08:31
-8.8 Ft.
-8.8
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 8.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-45
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,418,250 Y = 233,161
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
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 2017-VC-TB-45
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

9
/
2
/
1
7
1
2
-14.2
-15.6
8.4
9.8
Sample #1, Depth = 1.2'
Mean (mm): 0.22, Phi Sorting: 0.55
Fines (230): 0.15% (SP)
Sample #2, Depth = 4.4'
Mean (mm): 0.50, Phi Sorting: 1.33
Fines (230): 0.20% (SW)
Single layer, Sand - medium grained, poorly
sorted quartz sand with sparse to moderate
shell hash, shell fragments and whole shells.
Sparse shells material from 0.0' to 3.5', then
increased shell hash and shell fragments
down core. 0.2' rock at 8.1'., light gray
(2.5Y-7/1), (SW).
Single layer, Silty sand - very fine grained
silty sand with sparse oyster shells. Becomes
fine grained clean quartz sand at 9.3' to 9.8'
with little to no shell hash. Upper part is not
beach compatible so no sample taken., very
dark gray (5Y-3/1), (SM).
End of Boring
NAD 1983North Carolina State Plane
9.8 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 08:01
-5.8 Ft.
-5.8
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 11.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-46
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,418,975 Y = 233,414
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
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 2017-VC-TB-46
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

9
/
2
/
1
7
1
2
-11.1
-15.2
7.1
11.2
Sample #1, Depth = 1.8'
Mean (mm): 0.15, Phi Sorting: 0.40
Fines (230): 0.75% (SP)
Sample #2, Depth = 4.4'
Mean (mm): 0.35, Phi Sorting: 1.24
Fines (230): 0.79% (SW)
Single layer, Sand - fine grained, well sorted
quartz sand with little to no shell hash or shell
fragments. Very consistent throughout core,
with grain size slightly increasing down core.,
grayish brown (2.5Y-5/2), (SP).
Single layer, Sand - fine to medium grained,
poorly sorted quartz sand with sparse to
moderate fine shell hash and small shell
fragments (<0.2')., gray (2.5Y-6/1), (SW).
End of Boring
NAD 1983North Carolina State Plane
11.7 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 07:32
-4.0 Ft.
-4.0
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 13.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-47
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,419,673 Y = 233,992
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
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 2017-VC-TB-47
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

9
/
2
/
1
7
1
2
-13.3
-17.4
4.6
8.7
Sample #1, Depth = 3.3'
Mean (mm): 0.35, Phi Sorting: 0.99
Fines (230): 0.55% (SW)
Sample #2, Depth = 7.0'
Mean (mm): 0.23, Phi Sorting: 0.55
Fines (230): 0.09% (SP)
Single layer, Sand - medium grained, poorly
sorted quartz sand with sparse to moderate
fine to medium grained shell hash and shell
fragments (<0.15'). Most shell fragments are
isolated from 0.0' to 1.7', then just shell hash
to 4.6'., light gray (2.5Y-7/1), (SW).
Single layer, Sand - fine to medium grained,
very well sorted clean quartz sand with little
to no shell hash or shell fragments. Very
consistent throughout layer of core., light
gray (2.5Y-7/1), (SP).
End of Boring
NAD 1983North Carolina State Plane
8.7 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 07:12
-8.7 Ft.
-8.7
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 10.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-48
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,420,456 Y = 234,354
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
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 2017-VC-TB-48
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

9
/
2
/
1
7
1
2
-10.4
-18.4
-19.1
4.0
12.0
12.7
Sample #1, Depth = 0.9'
Mean (mm): 0.25, Phi Sorting: 0.54
Fines (230): 0.56% (SP)
Sample #2, Depth = 6.5'
Mean (mm): 0.47, Phi Sorting: 1.19
Fines (230): 0.38% (SW)
Single layer, Sand - medium grained, well
sorted quartz sand with sparse fine shell
hash and shell fragments. Thin layer of
increased shells at 3.0' to 3.2'. Shell
fragments and whole shells are <0.1'., light
brownish gray (2.5Y-6/2), (SP).
Single layer, Sand - medium grained, poorly
sorted quartz sand with sparse to moderate
medium grained shell hash, shell fragments
and whole shells (<0.2'). Dark layer at 5.2' is
hard packed, consolidated, black sandstone
like layer., light brownish gray (2.5Y-6/2),
(SW).
Single layer, Sand - very fine grained, poorly
sorted quartz sand with abundant shell
fragments. Little to no shell hash, but whole
shells and shell fragments are abundant
(<0.15')., grayish brown (2.5Y-5/2), (SW).
End of Boring
NAD 1983North Carolina State Plane
12.7 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-09-17 13:14
-6.4 Ft.
-6.4
06-09-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 14.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-49
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,408,771 Y = 223,118
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
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 2017-VC-TB-49
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

9
/
2
/
1
7
1
2
-14.2
-16.9
-17.9
6.2
8.9
9.9
Sample #1, Depth = 0.5'
Mean (mm): 0.24, Phi Sorting: 0.73
Fines (230): 0.23% (SP)
Sample #2, Depth = 2.5'
Mean (mm): 0.53, Phi Sorting: 1.26
Fines (230): 0.15% (SW)
Single layer, Sand - medium grained, poorly
sorted quartz sand with moderate medium
grained shell hash, shell fragments and
whole shells (<0.1'). Less shell hash and
shell fragments from 0.0' to 1.9'., gray
(2.5Y-6/1), (SW).
Single layer, Silty sand - very fine grained,
well sorted silty sand with little to no shell
hash or shell fragments. Not beach
compatible - no samples taken., dark gray
(5Y-4/1), (SM).
Single layer, Sand - fine grained, very well
sorted quartz sand with little to no shell hash
or shell fragments. Very consistent clean
quartz sand., grayish brown (2.5Y-5/2), (SP).
End of Boring
NAD 1983North Carolina State Plane
9.9 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-09-17 13:37
-8.0 Ft.
-8.0
06-09-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 11.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-50
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,409,378 Y = 223,567
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
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 2017-VC-TB-50
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

T
O
P
S
A
I
L

2
0
1
7
-
2
0
1
8
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

9
/
2
/
1
7
1
2
3
-10.4
-16.8
1.0
7.4
Sample #1, Depth = 0.5'
Mean (mm): 1.97, Phi Sorting: 1.92
Fines (230): 0.40% (SW)
Sample #2, Depth = 1.5'
Mean (mm): 0.35, Phi Sorting: 0.73
Fines (230): 0.19% (SP)
Sample #3, Depth = 2.7'
Mean (mm): 0.71, Phi Sorting: 1.64
Fines (230): 0.59% (SW)
Single layer, Shelly Sand - medium grained,
poorly sorted with an abundance of shell
fragments and whole shells. (<0.2'), light gray
(2.5Y-7/2), (GW).
Single layer, Sand - fine to medium grained,
poorly sorted quartz sand with sparse to
moderate fine to medium grained shell hash
and shell fragments (<0.1'). Increased shell
hash and shell fragment content and darker
gray in color from 2.3' to 3.9'., light gray
(2.5Y-7/2), (SW).
End of Boring
NAD 1983North Carolina State Plane
7.4 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-11-17 12:37
-9.4 Ft.
-9.4
06-11-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 8.8 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-53
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,412,217 Y = 226,409
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
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 2017-VC-TB-53
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
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3
-12.7
-16.3
-17.7
5.6
9.2
10.6
Sample #1, Depth = 0.9'
Mean (mm): 0.31, Phi Sorting: 0.82
Fines (230): 0.62% (SP)
Sample #2, Depth = 3.9'
Mean (mm): 0.25, Phi Sorting: 0.98
Fines (230): 0.45% (SW)
Sample #3, Depth = 6.3'
Mean (mm): 0.80, Phi Sorting: 1.74
Fines (230): 0.43% (SW)
Single layer, Sand - fine to medium grained,
well sorted quartz sand with sparse fine shell
hash and sparse small shell fragments
(<0.1')., light gray (2.5Y-7/1), (SP).
Single layer, Shelly sand - medium grained,
poorly sorted quartz sand with moderate to
abundant fine to medium grained shell hash
and shell fragments (<0.2'). Layer of
predominately shells at 8.6' to 8.7'., light gray
(2.5Y-7/1), (SW).
Single layer, Silty sand - very fine grained
well sorted silt and sand with sparse oyster
shells. Not beach compatible - no sample
taken., very dark gray (5Y-3/1), (SM).
End of Boring
NAD 1983North Carolina State Plane
10.5 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-11-17 13:07
-7.1 Ft.
-7.1
06-11-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 11.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-54
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,412,741 Y = 226,942
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
0.0 Ft.
3.0 In.
BO
X

O
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SA
M
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DEPTH(ft)
0
5
10
15
20
25
LE
G
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D
%REC.REMARKS
Boring Designation 2017-VC-TB-54
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
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-
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-9.2
-12.8
-18.1
3.5
7.1
12.4
Sample #1, Depth = 1.0'
Mean (mm): 0.26, Phi Sorting: 0.45
Fines (230): 0.52% (SP)
Sample #2, Depth = 4.1'
Mean (mm): 0.76, Phi Sorting: 1.60
Fines (230): 0.38% (SW)
Sample #3, Depth = 12.5'
Mean (mm): 0.28, Phi Sorting: 0.50
Fines (230): 0.62% (SP)
Single layer, Sand - fine grained, well sorted
quartz sand with sparse fine shell hash.
Sparse small shell fragments (<0.05') but
mostly clean quartz sand., light gray
(2.5Y-7/2), (SP).
Single layer, Shelly sand - fine to medium
grained, poorly sorted quartz sand with
moderate to abundant medium grained shell
hash and shell fragments (<0.1'). Random
pebbles scattered throughout and chunk of
coral at 6.5'., light gray (2.5Y-7/1), (SW).
Single layer, Sand - fine grained, well sorted
quartz sand with sparse fine shell hash and
sparse small shell fragments. Increase in
whole shells and shell hash from 11.7' to
12.4'., light gray (2.5Y-7/1), (SP).
End of Boring
NAD 1983North Carolina State Plane
12.4 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 14:48
-5.7 Ft.
-5.7
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 14.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-56
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,413,653 Y = 228,289
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
0.0 Ft.
3.0 In.
BO
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O
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SA
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DEPTH(ft)
0
5
10
15
20
25
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%REC.REMARKS
Boring Designation 2017-VC-TB-56
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
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-9.0
-14.5
-15.6
-20.1
3.4
8.9
10.0
14.5
Sample #1, Depth = 1.3'
Mean (mm): 0.28, Phi Sorting: 0.56
Fines (230): 0.31% (SP)
Sample #2, Depth = 4.4'
Mean (mm): 0.47, Phi Sorting: 1.33
Fines (230): 0.38% (SW)
Single layer, Sand - fine grained, well sorted
quartz sand with sparse to moderate fine to
medium grained shell hash. Small piece of
wood at top of core and sparse very small
shell fragments scattered thoughout., light
gray (2.5Y-7/2), (SP).
Single layer, Sand - fine to medium grained,
poorly sorted quartz sand with moderate to
abundant medium grained shell hash and
moderate shell fragments (<0.15'). Whole
shells and shell content increases from 8.2'
to 8.9'., light gray (2.5Y-7/1), (SW).
Single layer, Shells - mostly whole shells and
shell fragments with sparse quartz sand.
Mixes with silty sand at very bottom. Not
beach compatible - no sample taken., gray
(2.5Y-6/1), (GW).
Single layer, Silty sand - very fine grained,
well sorted silt and sand with sparse to
moderate shell fragments and whole shells.
Not beach compatible - no sample taken.,
very dark gray (5Y-3/1), (SM).
End of Boring
NAD 1983North Carolina State Plane
14.4 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 13:54
-5.6 Ft.
-5.6
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 16.8 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-57
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,414,148 Y = 228,879
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
0.0 Ft.
3.0 In.
BO
X

O
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SA
M
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DEPTH(ft)
0
5
10
15
20
25
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N
D
%REC.REMARKS
Boring Designation 2017-VC-TB-57
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
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A

D
E
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-10.4
-16.4
1.5
7.5
Sample #1, Depth = 0.4'
Mean (mm): 0.84, Phi Sorting: 1.51
Fines (230): 0.38% (SW)
Sample #2, Depth = 2.5'
Mean (mm): 0.23, Phi Sorting: 0.41
Fines (230): 0.37% (SP)
Sample #3, Depth = 6.5'
Mean (mm): 0.34, Phi Sorting: 0.54
Fines (230): 3.23% (SP)
Single layer, Shelly sand - medium grained,
poorly sorted quartz sand with moderate to
abundant shell hash, shell fragments and
whole shells (<0.2')., light brownish gray
(2.5Y-6/2), (SW).
Single layer, Sand - medium grained,
moderately well sorted quartz sand with
sparse to moderate fine shell hash and
sparse small shell fragments/whole shells
(<0.1'). Shell hash content increases slightly
towards bottom of core and becomes coarser
grained., light gray (2.5Y-7/2), (SP).
End of Boring
NAD 1983North Carolina State Plane
7.5 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
06-10-17 12:37
-8.9 Ft.
-8.9
06-10-17
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.0 Ft.
MLLW
DRILLING LOG
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.
2017-VC-TB-58
Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC
AUTO HAMMER
MANUAL HAMMERX = 2,414,419 Y = 229,333
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
0.0 Ft.
3.0 In.
BO
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O
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SA
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DEPTH(ft)
0
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10
15
20
25
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%REC.REMARKS
Boring Designation 2017-VC-TB-58
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
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A

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