OKI_JBS_Vibracore_JB02_JB05

-24.4
-25.1
-27.5
-31.8
-39.9
-41.9
0.6
1.3
3.7
8.0
16.1
18.1
Well graded silty sand (f-c), trace shell
fragments (up to 0.02' in size), gray
(10YR-5/1), (SW-SM).
Well graded sand (f-c), few shell fragments
(up to 0.12' in size), trace silt decreasing with
depth, dark gray (10YR-4/1), (SW).
Poorly graded silty sand (f-m), trace shell
fragments (up to 0.06' in size), very dark gray
(10YR-3/1), (SP-SM).
Well graded sand (f-c), trace shell fragments
(up to 0.14' in size), shell fragments
increasing in size with depth, gray
(10YR-6/1), (SW).
Poorly graded sand (f-m), trace shell
fragments (up to 0.06' in size), silt nodules
from 8.8' - 9.1' ; 10.9' - 11.0' ; 13.0 - 13.1' ;
and 15.6', dark gray (10YR 4/1) grading into,
light gray (10YR-7/1), (SP).
Poorly graded sand (f-m), some shell
fragments (up to 0.22' in size), light gray
(10YR-7/1), (SP).
End of Boring
S1
S2
S3
S4
S5
S6
Sample #S1, Depth = 0.6'
Sample #S2, Depth = 1.3'
Sample #C1, Depth = 0.0' - 3.7'
Sample #S3, Depth = 3.7'
Sample #S4, Depth = 8.0'
Sample #C2, Depth = 3.7' - 16'
Sample #S5, Depth = 16.0'
Sample #S6, Depth = 18.1'
Sample #C3, Depth = 16.1' - 18.1'
C1
C2
C3
STARTED
DIVISION INSTALLATION
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-JB-02
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
-23.8 Ft.
-23.8
03-07-19 11:55
CONTRACTOR FILE NO.
COMPLETED
AUTO HAMMER
MANUAL HAMMER
NAVD 88
5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
VERTICALHORIZONTAL
Brian McCord
Moffatt Nichol Raleigh, Nc
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING
19.9 Ft.
NAD 1983
1. PROJECT
03-07-19 11:48
1
0.0
DRILLING LOG
AVS 80 Pneumatic Sampler
18.1 Ft.
Finn Whiting
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
American Vibracore services, Inc.
0.0 Ft.
4.0 In.
Oak Island Multi Decadal Master Plan
Sediment Collection and Testing
X = 2287596.887 Y = 47353.139
State Plane North Carolina FIPS 3200
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2019-JB-02
SHEET 1
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REMARKS
Boring Designation
DEPTH(ft)
0
5
10
15
20
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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Oak Island
Multi Decadal Master
Plan
2019
2019-JB-02
Top of Core
Elevation
NAVD 88
-23.8 Ft
Scale in Tenths of Feet
3/4" -4.25 19.03 3.18 1.59 3.18 1.59
5/8" -4.00 16.00 0.00 0.00 3.18 1.59
7/16" -3.50 11.31 0.00 0.00 3.18 1.59
5/16" -3.00 8.00 2.94 1.47 6.12 3.06
3.5 -2.50 5.66 3.11 1.55 9.23 4.61
4 -2.25 4.76 1.20 0.60 10.43 5.21
5 -2.00 4.00 1.53 0.76 11.96 5.98
7 -1.50 2.83 5.03 2.51 16.99 8.49
10 -1.00 2.00 4.37 2.18 21.36 10.67
14 -0.50 1.41 4.98 2.49 26.34 13.16
18 0.00 1.00 7.29 3.64 33.63 16.81
25 0.50 0.71 10.55 5.27 44.18 22.08
35 1.00 0.50 16.15 8.07 60.33 30.15
45 1.50 0.35 14.99 7.49 75.32 37.64
60 2.00 0.25 16.24 8.12 91.56 45.75
80 2.50 0.18 25.52 12.75 117.08 58.51
120 3.00 0.13 44.56 22.27 161.64 80.78
170 3.50 0.09 15.77 7.88 177.41 88.66
200 3.75 0.07 0.92 0.46 178.33 89.12
230 4.00 0.06 0.64 0.32 178.97 89.44
Organics (%):
Sorting
1.61
Skewness
-0.9
Kurtosis
3.26
Moment
Statistics
Fines (%):
200.11
Sieve Number
Phi 75
0.68
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287596.887 47353.139
179.38
Phi 95
-2.34
Mean mm
0.39
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
1.35
Phi 5 Phi 16
3.20
Phi 25
2.87
Phi 50
2.17
SW-SM
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.04
Phi 84
-0.11
Carbonates (%):
26.700.33
-24.4 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-02 #S1
Analysis Date: 04-17-19
Analyzed By: FKJ
#200 - 10.88
#230 - 10.56
State Plane North Carolina FIPS 3200 Feet
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
5/8" -4.00 16.00 0.90 0.41 0.90 0.41
7/16" -3.50 11.31 2.13 0.97 3.03 1.38
5/16" -3.00 8.00 1.24 0.56 4.27 1.94
3.5 -2.50 5.66 4.29 1.95 8.56 3.89
4 -2.25 4.76 2.72 1.24 11.28 5.13
5 -2.00 4.00 2.86 1.30 14.14 6.43
7 -1.50 2.83 7.54 3.43 21.68 9.85
10 -1.00 2.00 10.08 4.58 31.76 14.43
14 -0.50 1.41 14.27 6.48 46.03 20.92
18 0.00 1.00 23.86 10.84 69.89 31.76
25 0.50 0.71 33.55 15.25 103.44 47.00
35 1.00 0.50 44.16 20.07 147.60 67.07
45 1.50 0.35 30.00 13.63 177.60 80.70
60 2.00 0.25 14.06 6.39 191.66 87.09
80 2.50 0.18 7.95 3.61 199.61 90.70
120 3.00 0.13 9.97 4.53 209.58 95.23
170 3.50 0.09 5.76 2.62 215.34 97.85
200 3.75 0.07 0.43 0.20 215.77 98.05
230 4.00 0.06 0.20 0.09 215.97 98.14
Organics (%):
Sorting
1.42
Skewness
-0.48
Kurtosis
3.57
Moment
Statistics
Fines (%):
220.07
Sieve Number
Phi 75
-0.31
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287596.887 47353.139
216.41
Phi 95
-2.28
Mean mm
0.76
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
0.4
Phi 5
2.97
Phi 16
1.76
Phi 25
1.29
Phi 50
0.57
SW
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.15
Phi 84
-0.88
Carbonates (%):
26.700.12
-25.1 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-02 #S2
Analysis Date: 04-17-19
Analyzed By: FKJ
#200 - 1.95
#230 - 1.86
State Plane North Carolina FIPS 3200 Feet
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
5/8" -4.00 16.00 0.00 0.00 0.00 0.00
7/16" -3.50 11.31 0.00 0.00 0.00 0.00
5/16" -3.00 8.00 0.71 0.36 0.71 0.36
3.5 -2.50 5.66 1.37 0.69 2.08 1.05
4 -2.25 4.76 0.75 0.38 2.83 1.43
5 -2.00 4.00 1.20 0.60 4.03 2.03
7 -1.50 2.83 3.39 1.71 7.42 3.74
10 -1.00 2.00 4.13 2.08 11.55 5.82
14 -0.50 1.41 5.53 2.79 17.08 8.61
18 0.00 1.00 10.45 5.27 27.53 13.88
25 0.50 0.71 13.77 6.94 41.30 20.82
35 1.00 0.50 13.54 6.82 54.84 27.64
45 1.50 0.35 23.74 11.97 78.58 39.61
60 2.00 0.25 26.25 13.23 104.83 52.84
80 2.50 0.18 27.16 13.69 131.99 66.53
120 3.00 0.13 35.19 17.74 167.18 84.26
170 3.50 0.09 13.65 6.88 180.83 91.14
200 3.75 0.07 1.00 0.50 181.83 91.65
230 4.00 0.06 0.63 0.32 182.46 91.97
Organics (%):
Sorting
1.38
Skewness
-0.92
Kurtosis
3.48
Moment
Statistics
Fines (%):
198.40
Sieve Number
Phi 75
0.81
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287596.887 47353.139
183.64
Phi 95
-1.20
Mean mm
0.36
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
1.48
Phi 5 Phi 16
2.99
Phi 25
2.74
Phi 50
1.89
SP-SM
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.30
Phi 84
0.15
Carbonates (%):
26.700.58
-27.5 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-02 #S3
Analysis Date: 04-17-19
Analyzed By: FKJ
#200 - 8.35
#230 - 8.03
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
5/8" -4.00 16.00 0.00 0.00 0.00 0.00
7/16" -3.50 11.31 0.00 0.00 0.00 0.00
5/16" -3.00 8.00 1.18 0.54 1.18 0.54
3.5 -2.50 5.66 1.73 0.79 2.91 1.33
4 -2.25 4.76 1.00 0.46 3.91 1.78
5 -2.00 4.00 0.81 0.37 4.72 2.15
7 -1.50 2.83 3.02 1.38 7.74 3.53
10 -1.00 2.00 3.74 1.70 11.48 5.23
14 -0.50 1.41 6.65 3.03 18.13 8.26
18 0.00 1.00 12.41 5.65 30.54 13.91
25 0.50 0.71 15.82 7.21 46.36 21.12
35 1.00 0.50 21.23 9.67 67.59 30.79
45 1.50 0.35 29.47 13.42 97.06 44.21
60 2.00 0.25 30.08 13.70 127.14 57.92
80 2.50 0.18 39.79 18.13 166.93 76.04
120 3.00 0.13 37.08 16.89 204.01 92.93
170 3.50 0.09 5.71 2.60 209.72 95.54
200 3.75 0.07 0.31 0.14 210.03 95.68
230 4.00 0.06 0.15 0.07 210.18 95.75
Organics (%):
Sorting
1.3
Skewness
-1.03
Kurtosis
3.93
Moment
Statistics
Fines (%):
219.52
Sieve Number
Phi 75
0.70
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287596.887 47353.139
210.29
Phi 95
-1.07
Mean mm
0.38
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
1.38
Phi 5
3.40
Phi 16
2.74
Phi 25
2.47
Phi 50
1.71
SW
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.00
Phi 84
0.14
Carbonates (%):
11.400.11
-31.8 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-02 #S4
Analysis Date: 04-17-19
Analyzed By: FKJ
#200 - 4.32
#230 - 4.25
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
5/8" -4.00 16.00 0.00 0.00 0.00 0.00
7/16" -3.50 11.31 0.00 0.00 0.00 0.00
5/16" -3.00 8.00 0.00 0.00 0.00 0.00
3.5 -2.50 5.66 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.13 0.06 0.13 0.06
5 -2.00 4.00 0.04 0.02 0.17 0.08
7 -1.50 2.83 0.60 0.29 0.77 0.38
10 -1.00 2.00 0.63 0.31 1.40 0.69
14 -0.50 1.41 1.87 0.92 3.27 1.61
18 0.00 1.00 3.68 1.81 6.95 3.42
25 0.50 0.71 5.90 2.90 12.85 6.32
35 1.00 0.50 11.54 5.67 24.39 11.99
45 1.50 0.35 20.92 10.28 45.31 22.27
60 2.00 0.25 73.85 36.30 119.16 58.57
80 2.50 0.18 63.10 31.02 182.26 89.59
120 3.00 0.13 13.98 6.87 196.24 96.46
170 3.50 0.09 1.48 0.73 197.72 97.19
200 3.75 0.07 0.08 0.04 197.80 97.23
230 4.00 0.06 0.08 0.04 197.88 97.27
Organics (%):
Sorting
0.73
Skewness
-1.54
Kurtosis
6.9
Moment
Statistics
Fines (%):
203.44
Sieve Number
Phi 75
1.54
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287596.887 47353.139
197.89
Phi 95
0.27
Mean mm
0.30
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
1.75
Phi 5
2.89
Phi 16
2.41
Phi 25
2.26
Phi 50
1.88
SP
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.00
Phi 84
1.20
Carbonates (%):
11.400.01
-39.8 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-02 #S5
Analysis Date: 06-06-19
Analyzed By: FKJ
#200 - 2.77
#230 - 2.73
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
5/8" -4.00 16.00 0.00 0.00 0.00 0.00
7/16" -3.50 11.31 0.00 0.00 0.00 0.00
5/16" -3.00 8.00 0.00 0.00 0.00 0.00
3.5 -2.50 5.66 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.00 0.00 0.00 0.00
5 -2.00 4.00 0.00 0.00 0.00 0.00
7 -1.50 2.83 0.00 0.00 0.00 0.00
10 -1.00 2.00 0.00 0.00 0.00 0.00
14 -0.50 1.41 0.05 0.01 0.05 0.01
18 0.00 1.00 0.07 0.02 0.12 0.03
25 0.50 0.71 0.17 0.05 0.29 0.08
35 1.00 0.50 1.10 0.30 1.39 0.38
45 1.50 0.35 13.00 3.57 14.39 3.95
60 2.00 0.25 171.68 47.13 186.07 51.08
80 2.50 0.18 132.65 36.42 318.72 87.50
120 3.00 0.13 37.48 10.29 356.20 97.78
170 3.50 0.09 2.25 0.62 358.45 98.40
200 3.75 0.07 0.29 0.08 358.74 98.48
230 4.00 0.06 0.28 0.08 359.02 98.56
Organics (%):
Sorting
0.39
Skewness
0.34
Kurtosis
4.21
Moment
Statistics
Fines (%):
364.27
Sieve Number
Phi 75
1.72
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287596.887 47353.139
359.17
Phi 95
1.51
Mean mm
0.24
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
2.03
Phi 5
2.86
Phi 16
2.45
Phi 25
2.33
Phi 50
1.99
SP
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.00
Phi 84
1.63
Carbonates (%):
69.700.15
-41.9 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-02 #S6
Analysis Date: 06-06-19
Analyzed By: FKJ
#200 - 1.52
#230 - 1.44
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
1.35 1.61
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
26.70 -0.9 3.26 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-24.4
Elev. (ft)
Hydrometer
0
2.17
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SW-SM #200 - 10.88
#230 - 10.56 Oak Island Multi Decadal Master Plan
04-17-19
FKJ
2287596.887
47353.139
NAD 1983
NAVD 88
2019-JB-02 #S1
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
A
L

M
A
S
T
E
R

P
L
A
N
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
1
/
1
9
American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
0.4 1.42
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
26.70 -0.48 3.57 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-25.1
Elev. (ft)
Hydrometer
0
0.57
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SW #200 - 1.95
#230 - 1.86 Oak Island Multi Decadal Master Plan
04-17-19
FKJ
2287596.887
47353.139
NAD 1983
NAVD 88
2019-JB-02 #S2
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
A
L

M
A
S
T
E
R

P
L
A
N
.
G
P
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F
L

D
E
P

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O
S
S
.
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D
T

8
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1
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1
9
American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
1.48 1.38
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
26.70 -0.92 3.48 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-27.5
Elev. (ft)
Hydrometer
0
1.89
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SP-SM #200 - 8.35
#230 - 8.03 Oak Island Multi Decadal Master Plan
04-17-19
FKJ
2287596.887
47353.139
NAD 1983
NAVD 88
2019-JB-02 #S3
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
A
L

M
A
S
T
E
R

P
L
A
N
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

8
/
1
/
1
9
American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
1.38 1.3
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
11.40 -1.03 3.93 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-31.8
Elev. (ft)
Hydrometer
0
1.71
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SW #200 - 4.32
#230 - 4.25 Oak Island Multi Decadal Master Plan
04-17-19
FKJ
2287596.887
47353.139
NAD 1983
NAVD 88
2019-JB-02 #S4
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
A
L

M
A
S
T
E
R

P
L
A
N
.
G
P
J

F
L

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O
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D
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8
/
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1
9
American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
1.75 0.73
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
11.40 -1.54 6.9 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-39.8
Elev. (ft)
Hydrometer
0
1.88
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SP #200 - 2.77
#230 - 2.73 Oak Island Multi Decadal Master Plan
06-06-19
FKJ
2287596.887
47353.139
NAD 1983
NAVD 88
2019-JB-02 #S5
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
A
L

M
A
S
T
E
R

P
L
A
N
.
G
P
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F
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S
.
G
D
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8
/
1
/
1
9
American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
2.03 0.39
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
69.70 0.34 4.21 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-41.9
Elev. (ft)
Hydrometer
0
1.99
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SP #200 - 1.52
#230 - 1.44 Oak Island Multi Decadal Master Plan
06-06-19
FKJ
2287596.887
47353.139
NAD 1983
NAVD 88
2019-JB-02 #S6
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
A
L

M
A
S
T
E
R

P
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A
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
-28.5
-29.2
-34.2
-36.3
-38.5
-45.9
1.0
1.7
6.7
8.8
11.0
18.4
Silty sand (f-c), very dark gray (10YR-3/1),
(SM).
Poorlly graded silty sand (f-m), some shell
fragments (up to 0.10' in size), black
(10YR-2/1), (SP-SM).
Well graded sand (f-c), trace shell (up to
0.10' in size) from 6.2' - 6.7', trace silt
increasing with depth, very dark gray
(10YR-3/1), (SW).
Poorly graded silty sand (f-m), few shell
fragments (up to 0.04' in size), very dark gray
(10YR-3/1), (SP-SM).
Poorly graded sand (f-m), banded with very
dark gray (10YR 3/1) poorly graded silty
sand, (SP-SM), Trace shell increasing with
depth, gray (10YR-6/1), (SP-SM).
Poorly graded sand (f-c), some to mostly
shell fragments, very dark gray (10YR 3/1)
silt (ML) from 11.2' - 11.4', dark gray
(10YR-4/1), (SP).
End of Boring
S1
S2
S3
S4
Sample #S1, Depth = 1.0'
Sample #C1, Depth = 0.0' - 1.7'
Sample #S2, Depth = 1.7'
Sample #S3, Depth = 6.0'
Sample #C2, Depth = 1.7' - 6.0'
Sample #S4, Depth = 11.0'
C1
C2
STARTED
DIVISION INSTALLATION
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-JB-05
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING
-27.5 Ft.
-27.5
03-07-19 12:32
CONTRACTOR FILE NO.
COMPLETED
AUTO HAMMER
MANUAL HAMMER
NAVD 88
5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
VERTICALHORIZONTAL
Brian McCord
Moffatt Nichol Raleigh, Nc
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING
20.0 Ft.
NAD 1983
1. PROJECT
03-07-19 12:32
1
0.0
DRILLING LOG
AVS 80 Pneumatic Sampler
18.4 Ft.
Finn Whiting
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
American Vibracore services, Inc.
0.0 Ft.
4.0 In.
Oak Island Multi Decadal Master Plan
Sediment Collection and Testing
X = 2286605.975 Y = 46359.727
State Plane North Carolina FIPS 3200
SI
E
V
E
SA
M
P
L
E
2019-JB-05
SHEET 1
OF 1 SHEETS
LE
G
E
N
D
REMARKS
Boring Designation
DEPTH(ft)
0
5
10
15
20
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)
CA
R
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FL
O
R
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Oak Island
Multi Decadal Master
Plan
2019
2019-JB-05
Top of Core
Elevation
NAVD 88
-27.5 Ft
Scale in Tenths of Feet
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
5/8" -4.00 16.00 0.00 0.00 0.00 0.00
7/16" -3.50 11.31 0.00 0.00 0.00 0.00
5/16" -3.00 8.00 1.26 0.60 1.26 0.60
3.5 -2.50 5.66 2.71 1.30 3.97 1.90
4 -2.25 4.76 1.21 0.58 5.18 2.48
5 -2.00 4.00 2.49 1.19 7.67 3.67
7 -1.50 2.83 2.38 1.14 10.05 4.80
10 -1.00 2.00 6.11 2.92 16.16 7.72
14 -0.50 1.41 5.13 2.45 21.29 10.17
18 0.00 1.00 6.50 3.11 27.79 13.28
25 0.50 0.71 9.68 4.63 37.47 17.91
35 1.00 0.50 14.70 7.03 52.17 24.93
45 1.50 0.35 19.55 9.34 71.72 34.28
60 2.00 0.25 27.06 12.93 98.78 47.21
80 2.50 0.18 36.58 17.48 135.36 64.69
120 3.00 0.13 40.69 19.45 176.05 84.14
170 3.50 0.09 18.50 8.84 194.55 92.98
200 3.75 0.07 1.26 0.60 195.81 93.58
230 4.00 0.06 0.59 0.28 196.40 93.86
Organics (%):
Sorting
1.46
Skewness
-1.2
Kurtosis
4
Moment
Statistics
Fines (%):
209.24
Sieve Number
Phi 75
1.00
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287598.32 46354.622
196.68
Phi 95
-1.47
Mean mm
0.33
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
1.58
Phi 5 Phi 16
3.00
Phi 25
2.77
Phi 50
2.08
SP-SM
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.00
Phi 84
0.29
Carbonates (%):
13.800.28
-28.0 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-06 #S1
Analysis Date: 04-17-19
Analyzed By: FKJ
#200 - 6.42
#230 - 6.14
State Plane North Carolina FIPS 3200 Feet
GR
A
N
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A
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M
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
5/8" -4.00 16.00 0.00 0.00 0.00 0.00
7/16" -3.50 11.31 3.41 1.59 3.41 1.59
5/16" -3.00 8.00 2.86 1.33 6.27 2.93
3.5 -2.50 5.66 5.27 2.46 11.54 5.39
4 -2.25 4.76 3.19 1.49 14.73 6.87
5 -2.00 4.00 3.36 1.57 18.09 8.44
7 -1.50 2.83 8.12 3.79 26.21 12.23
10 -1.00 2.00 8.85 4.13 35.06 16.36
14 -0.50 1.41 10.51 4.91 45.57 21.27
18 0.00 1.00 15.83 7.39 61.40 28.66
25 0.50 0.71 19.94 9.31 81.34 37.96
35 1.00 0.50 26.74 12.48 108.08 50.44
45 1.50 0.35 30.17 14.08 138.25 64.52
60 2.00 0.25 26.52 12.38 164.77 76.90
80 2.50 0.18 16.99 7.93 181.76 84.83
120 3.00 0.13 16.92 7.90 198.68 92.73
170 3.50 0.09 7.63 3.56 206.31 96.29
200 3.75 0.07 0.72 0.34 207.03 96.63
230 4.00 0.06 0.51 0.24 207.54 96.86
Organics (%):
Sorting
1.65
Skewness
-0.65
Kurtosis
2.91
Moment
Statistics
Fines (%):
214.26
Sieve Number
Phi 75
-0.25
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287598.32 46354.622
207.96
Phi 95
-2.58
Mean mm
0.64
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
0.65
Phi 5
3.32
Phi 16
2.45
Phi 25
1.92
Phi 50
0.98
SW
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.06
Phi 84
-1.04
Carbonates (%):
13.800.30
-28.4 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-06 #S2
Analysis Date: 04-16-19
Analyzed By: FKJ
#200 - 3.37
#230 - 3.14
State Plane North Carolina FIPS 3200 Feet
GR
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D

M
U
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I

D
E
C
A
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M
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
5/8" -4.00 16.00 0.00 0.00 0.00 0.00
7/16" -3.50 11.31 0.00 0.00 0.00 0.00
5/16" -3.00 8.00 0.08 0.04 0.08 0.04
3.5 -2.50 5.66 0.17 0.08 0.25 0.12
4 -2.25 4.76 0.10 0.05 0.35 0.17
5 -2.00 4.00 0.45 0.22 0.80 0.40
7 -1.50 2.83 1.23 0.61 2.03 1.00
10 -1.00 2.00 2.10 1.04 4.13 2.04
14 -0.50 1.41 2.93 1.45 7.06 3.49
18 0.00 1.00 6.32 3.13 13.38 6.62
25 0.50 0.71 8.87 4.39 22.25 11.01
35 1.00 0.50 12.19 6.03 34.44 17.04
45 1.50 0.35 15.19 7.51 49.63 24.55
60 2.00 0.25 27.48 13.59 77.11 38.14
80 2.50 0.18 38.84 19.21 115.95 57.36
120 3.00 0.13 50.74 25.10 166.69 82.45
170 3.50 0.09 19.61 9.70 186.30 92.15
200 3.75 0.07 1.33 0.66 187.63 92.81
230 4.00 0.06 0.57 0.28 188.20 93.09
Organics (%):
Sorting
1.11
Skewness
-1.19
Kurtosis
4.34
Moment
Statistics
Fines (%):
202.16
Sieve Number
Phi 75
1.52
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287598.32 46354.622
188.67
Phi 95
-0.26
Mean mm
0.26
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
1.94
Phi 5 Phi 16
3.08
Phi 25
2.85
Phi 50
2.31
SW-SM
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.13
Phi 84
0.91
Carbonates (%):
13.200.20
-36.3 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-06 #S3
Analysis Date: 04-17-19
Analyzed By: FKJ
#200 - 7.19
#230 - 6.91
State Plane North Carolina FIPS 3200 Feet
GR
A
N
U
L
A
R
M
E
T
R
I
C

R
E
P
O
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T

O
A
K

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M
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I

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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
3/4" -4.25 19.03 4.00 2.05 4.00 2.05
5/8" -4.00 16.00 0.29 0.15 4.29 2.20
7/16" -3.50 11.31 0.00 0.00 4.29 2.20
5/16" -3.00 8.00 0.98 0.50 5.27 2.70
3.5 -2.50 5.66 3.13 1.60 8.40 4.30
4 -2.25 4.76 1.09 0.56 9.49 4.86
5 -2.00 4.00 0.87 0.45 10.36 5.31
7 -1.50 2.83 3.16 1.62 13.52 6.93
10 -1.00 2.00 4.31 2.21 17.83 9.14
14 -0.50 1.41 7.65 3.92 25.48 13.06
18 0.00 1.00 16.98 8.70 42.46 21.76
25 0.50 0.71 23.21 11.89 65.67 33.65
35 1.00 0.50 32.97 16.89 98.64 50.54
45 1.50 0.35 40.31 20.65 138.95 71.19
60 2.00 0.25 28.40 14.55 167.35 85.75
80 2.50 0.18 7.38 3.78 174.73 89.53
120 3.00 0.13 5.63 2.88 180.36 92.41
170 3.50 0.09 3.60 1.84 183.96 94.26
200 3.75 0.07 0.79 0.40 184.75 94.66
230 4.00 0.06 0.63 0.32 185.38 94.98
Organics (%):
Sorting
1.21
Skewness
-0.46
Kurtosis
4.18
Moment
Statistics
Fines (%):
195.17
Sieve Number
Phi 75
0.14
Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
2287598.32 46354.622
187.06
Phi 95
-2.17
Mean mm
0.63
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:
Mean Phi
0.67
Phi 5 Phi 16
1.94
Phi 25
1.63
Phi 50
0.98
SP-SM
Shells (%):
Depths and elevations based on measured values
Easting (ft):
Granularmetric Report
Northing (ft):
Munsell:
0.46
Phi 84
-0.33
Carbonates (%):
13.200.78
-42.3 NAVD 88
Project Name: Oak Island Multi Decadal Master Plan
Sample Name: 2019-JB-06 #S4
Analysis Date: 04-16-19
Analyzed By: FKJ
#200 - 5.34
#230 - 5.02
State Plane North Carolina FIPS 3200 Feet
GR
A
N
U
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A
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M
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I

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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
1.93 1.66
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
33.60 -1.46 4.49 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-28.5
Elev. (ft)
Hydrometer
0
2.99
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SM #200 - 29.94
#230 - 28.28 Oak Island Multi Decadal Master Plan
04-16-19
FK
2286605.975
46359.727
NAD 1983
NAVD 88
2019-JB-05 #S1
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
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M
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
0.13 1.49
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
33.60 0.23 2.51 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-29.2
Elev. (ft)
Hydrometer
0
0.07
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SP-SM #200 - 5.57
#230 - 5.37 Oak Island Multi Decadal Master Plan
04-16-19
FKJ
2286605.975
46359.727
NAD 1983
NAVD 88
2019-JB-05 #S2
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
A
L

M
A
S
T
E
R

P
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9
American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
1.48 1.4
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
10.70 -1.38 4.72 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-33.5
Elev. (ft)
Hydrometer
0
1.97
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SW #200 - 4.71
#230 - 4.49 Oak Island Multi Decadal Master Plan
04-16-19
FKJ
2286605.975
46359.727
NAD 1983
NAVD 88
2019-JB-05 #S3
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
A
L

M
A
S
T
E
R

P
L
A
N
.
G
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
1.28 1.53
Millimeters
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
4
230
-2
5
-2.25
4
-4
5/8
% Fines % Organics % Carbonates Median MeanSymbol
-1.25 4.26 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
USCS
-0.5
14
0
18
0.5
25
1
35
Sort
-1.5
7
2
60
-4.25
3/4
-3
5/16
-38.5
Elev. (ft)
Hydrometer
0
1.9
Sample Information
Gravel
Silt and Clay
Sand
Coarse Fine
-1
10
Coarse Medium Fine
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
Comments:
Skew Kurt
100
PHI Sieve Sizes
Standard Sieve Sizes
Sample
SP-SM #200 - 10.06
#230 - 9.78 Oak Island Multi Decadal Master Plan
04-17-19
FKJ
2286605.975
46359.727
NAD 1983
NAVD 88
2019-JB-05 #S4
SI
E
V
E

A
N
A
L
Y
S
I
S

O
A
K

I
S
L
A
N
D

M
U
L
T
I

D
E
C
A
D
A
L

M
A
S
T
E
R

P
L
A
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American Vibracore Services, Inc.1215 Wallace DriveDelray Beach, Fl 33444