2018 Banks Channel Core Logs

1
2
3
-14.4
-14.9
6.0
6.5
Sample #1, Depth = 1.5'
Mean (mm): 0.36, Phi Sorting: 1.44
Fines (230): 0.45% (SW)
Sample #2, Depth = 4.2'
Mean (mm): 0.27, Phi Sorting: 0.64
Fines (230): 0.50% (SP)
Sample #3, Depth = 6.3'
Mean (mm): 0.41, Phi Sorting: 1.47
Fines (230): 0.25% (SW)
Single layer, Sand - fine to medium grained
sand, moderately well-sorted quartz sand
with sparse shell fragments (<0.1), upper 0.3
of core contains a thin layer of fines and shell
hash (<0.1') light gray (10YR-7/2), light gray
(10YR-7/2), (SP).
Single layer, Shelly sand- medium grained
sand, well sorted quartz sand with moderate
shell hash and fragments up to 0.1'., light
brownish gray (10YR-6/2), (SW).
End of Boring
NAD 1983North Carolina State Plane
6.5 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
03-29-18 09:35
-8.4 Ft.
-8.4
03-29-18
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 7.0 Ft.
MLW
DRILLING LOG
Vibracore
SJF
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.
2018-VC-SC-01
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,421,003 Y = 235,099
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
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DEPTH(ft)
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25
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%REC.REMARKS
Boring Designation 2018-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)
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1
2-14.4
-15.0
-16.6
5.2
5.8
7.4
Sample #1, Depth = 1.4'
Mean (mm): 0.51, Phi Sorting: 1.50
Fines (230): 0.45% (SW)
Sample #2, Depth = 4.6'
Mean (mm): 0.38, Phi Sorting: 1.15
Fines (230): 0.12% (SW)
Single layer, Sand, fine to medium grained,
moderately well sorted quartz sand, sparse
shell fragments (<0.1'). 0' to 0.8' show an
abundance in shell hash and fragments (0.1')
with medium to corase grained sand., light
gray (10YR-7/2), (SP).
Single layer, Shelly sand medium to coarse
grained (<0.1), gray (10YR-6/1), (SW).
Single layer, Silty sand very fined grained
and moderately well sorted. 6.2' to 6.5' is fine
quartz sand with oyster shells (<0.1)., dark
gray (7.5YR-4/1), (SM).
End of Boring
NAD 1983North Carolina State Plane
7.3 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
03-29-18 09:51
-9.2 Ft.
-9.2
03-29-18
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 8.0 Ft.
MLW
DRILLING LOG
Vibracore
SJF
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.
2018-VC-SC-02
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,421,681 Y = 235,764
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
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O
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DEPTH(ft)
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10
15
20
25
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%REC.REMARKS
Boring Designation 2018-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
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4
5
-9.3
-9.9
-11.8
-13.8
-16.1
3.5
4.1
6.0
8.0
10.3
Sample #1, Depth = 1.3'
Mean (mm): 0.26, Phi Sorting: 0.90
Fines (230): 0.77% (SW)
Sample #2, Depth = 3.8'
Mean (mm): 1.05, Phi Sorting: 2.26
Fines (230): 0.52% (SW)
Sample #3, Depth = 5.3'
Mean (mm): 0.40, Phi Sorting: 1.31
Fines (230): 0.39% (SW)
Sample #4, Depth = 7.5'
Mean (mm): 0.85, Phi Sorting: 1.69
Fines (230): 0.04% (SW)
Sample #5, Depth = 8.3'
Mean (mm): 0.33, Phi Sorting: 2.28
Fines (230): 9.10% (SW-SM)
Single layer, Sand- fine grained, well sorted
quartz sand with sparse shell fragments.,
dark gray (10YR-4/1), (SP).
Single layer, Shelly sand-medium to coarse
grained quartz sand with shell fragments and
shell hash (<0.1), gray (10YR-5/1), (SW).
Single layer, Sand- fine to medium grained,
well sorted quartz sand with sparse shell
fragments, light gray (2.5Y-7/1), (SP).
Single layer, Shelly sand-medium to coarse
grained quartz sand with shell fragments and
shell hash (<0.1), gray (10YR-5/1), (SW).
Single layer, Silty sand- fine grained and
moderately sorted with broken oyster shells
(<0.1), very dark gray (2.5Y-3/1), (SM).
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
03-29-18 10:07
-5.8 Ft.
-5.8
03-29-18
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 11.0 Ft.
MLW
DRILLING LOG
Vibracore
SJF
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.
2018-VC-SC-03
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,422,294 Y = 236,364
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
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DEPTH(ft)
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20
25
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%REC.REMARKS
Boring Designation 2018-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
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-10.3
-11.0
-16.2
3.0
3.7
8.9
Sample #1, Depth = 2.0'
Mean (mm): 0.19, Phi Sorting: 0.51
Fines (230): 0.19% (SP)
Sample #2, Depth = 3.4'
Mean (mm): 0.71, Phi Sorting: 1.82
Fines (230): 0.14% (SW)
Sample #3, Depth = 6.5'
Mean (mm): 0.24, Phi Sorting: 0.78
Fines (230): 0.05% (SP)
Single layer, Sand-fine well sorted quartz
sand with little to no shell fragments, dark
gray (10YR-4/1), (SP).
Single layer, Shelly sand- medium to coarse
grained quartz sand and abundant shell
fragments and shell hash (<0.1'), light
brownish gray (10YR-6/2), (SW).
Sand- fine to medium well sorted quartz sand
little to no shell fragments or shell hash., gray
(10YR-5/1), (SP).
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
03-29-18 10:23
-7.3 Ft.
-7.3
03-29-18
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.5 Ft.
MLW
DRILLING LOG
Vibracore
SJF
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.
2018-VC-SC-04
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,423,041 Y = 236,908
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
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DEPTH(ft)
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10
15
20
25
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%REC.REMARKS
Boring Designation 2018-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
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