SedimentSample_SummaryTableandGraphs_030222

Oak Island 2021/2022 Nourishment Project - Sediment Sample Results
Beach Sample
Gravel (%)
Granular (%)
Sand (%)
Fines (%)
Carbonate (%)
Wet Munsell
Dry Munsell
Sta 609+00 (2/21/22)
2.75
8.88
88.28
0.09
25.51
10YR-5/1
10YR-6/1
Sta 605+00 (2/22/22)
3.35
8.74
87.88
0.03
23.25
10YR-5/1
10YR-6/1
Sta 595+00 (2/23/22)
1.87
6.16
91.91
0.06
23.04
10YR-4/1
10YR-6/1
Sta 589+00 (2/24/22)
1.73
5.99
92.19
0.09
17.98
10YR-5/1
10YR-6/1
Sta 582+00 (2/25/22)
3.93
8.09
87.73
0.25
23.27
10YR-5/1
10YR-6/1
Sta 574+00 (2/26/22)
1.46
3.77
94.62
0.15
15.93
10YR-5/1
10YR-7/1
Sta 611+00 (2/27/22)
2.41
7.67
89.62
1 0.30
1 19.05
10YR-5/1
10YR-7/1
Sta 615+00 (2/28/22)
1.63
5.99
92.16
1 0.22
1 15.17
10YR-5/1
10YR-7/1

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
m
m 60
0
T
7
50
W
m 40
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
Z
rn
a)
40
T
m
N
50
m
0
U
60 aa)
2
m
a
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2022-OKI-574-299
•
5.6
SW
1230-0.15
15.93
1.43
1.23
-0.91
4.01
1.24
Project Name:
GLDD - OI Construction 2022
Comments: Jay Bird Shoals Zone 2, Depth: 37
Analysis Date:
02-28-22
Depths and elevations based on measured values
Analyzed By:
JCP
TI oasta I
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
h 910.821.1358
lax 910.821.1359
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
NAD 1983
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
m
m 60
0
T
7
50
W
m 40
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
Z
rn
a)
40
T
m
N
50
(0
0
U
60 aa)
2
m
a
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2022-OKI-611-295
•
5.9
SW
1230-0.30
19.05
1.11
0.94
-0.64
2.94
1.41
Project Name:
GLDD - OI Construction 2022
Comments: Jay Bird Shoals Zone 2, Depth: 37
Analysis Date:
02-28-22
Depths and elevations based on measured values
Analyzed By:
JCP
TI oasta I
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
h 910.821.1358
lax 910.821.1359
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
NAD 1983
Vertical System:
NAVD 88

Granularmetric Report
Depths and elevations based on measured values
1T
I T"� oasta
s E= R v t c E= s, t N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: GLDD - OI Construction 2022
Sample Name: 2022-OKI-574-299
Analysis Date: 02-28-22
Analyzed By: JCP
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
5.6 NAVD 88
USCS:
SW
Munsell:
Wet - 1 OYR-5/1
Dry - 1OYR-7/1
Comments:
Jay Bird Shoals Zone 2, Depth: 37
Dry Weight (g):
334.70
Wash Weight (g):
334.70
Pan Retained (g):
0.20
Sieve Loss (%):
0.09
Fines (%):
#230 - 0.15
Organics (%):
Carbonates (%):
15.93
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
1.30
0.39
1.30
0.39
4
-2.25
4.76
3.60
1.08
4.90
1.46
5
-2.00
4.00
1.30
0.39
6.20
1.85
7
-1.50
2.83
3.70
1.11
9.90
2.96
10
-1.00
2.00
7.60
2.27
17.50
5.23
14
-0.50
1.41
13.70
4.09
31.20
9.32
18
0.00
1.00
19.00
5.68
50.20
15.00
25
0.50
0.71
34.60
10.34
84.80
25.34
35
1.00
0.50
39.40
11.77
124.20
37.11
45
1.50
0.35
50.10
14.97
174.30
52.08
60
2.00
0.25
56.60
16.91
230.90
68.99
70
2.25
0.21
28.90
8.63
259.80
77.62
80
2.50
0.18
26.80
8.01
286.60
85.63
100
2.75
0.15
28.30
8.46
314.90
94.08
120
3.00
0.13
10.50
3.14
325.40
97.22
170
3.50
0.09
8.30
2.48
333.70
99.70
200
3.74
0.07
0.30
0.09
334.00
99.79
230
4.00
0.06
0.20
0.06
334.20
99.85
D5 (mm)
D16 (mm)
D25 (Phi)
D50 (mm)
D75 (mm)
D84 (mm)
D95 (mm)
0.14
0.18
0.22
0.37
0.72
0.97
2.07
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.23
0.43
1.24
-0.91
4.01

Granularmetric Report
Depths and elevations based on measured values
1T
I T"� oasta
s E= R v t c E= s, t N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: GLDD - OI Construction 2022
Sample Name: 2022-OKI-611-295
Analysis Date: 02-28-22
Analyzed By: JCP
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
5.9 NAVD 88
USCS:
SW
Munsell:
Wet - 1 OYR-5/1
Dry - 1OYR-7/1
Comments:
Jay Bird Shoals Zone 2, Depth: 37
Dry Weight (g):
328.40
Wash Weight (g):
328.40
Pan Retained (g):
0.40
Sieve Loss (%):
0.18
Fines (%):
#230 - 0.30
Organics (%):
Carbonates (%):
19.05
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
1.20
0.37
1.20
0.37
4
-2.25
4.76
6.70
2.04
7.90
2.41
5
-2.00
4.00
3.90
1.19
11.80
3.59
7
-1.50
2.83
8.20
2.50
20.00
6.09
10
-1.00
2.00
13.10
3.99
33.10
10.08
14
-0.50
1.41
20.70
6.30
53.80
16.38
18
0.00
1.00
25.10
7.64
78.90
24.03
25
0.50
0.71
35.90
10.93
114.80
34.96
35
1.00
0.50
40.30
12.27
155.10
47.23
45
1.50
0.35
39.60
12.06
194.70
59.29
60
2.00
0.25
41.30
12.58
236.00
71.86
70
2.25
0.21
22.20
6.76
258.20
78.62
80
2.50
0.18
26.50
8.07
284.70
86.69
100
2.75
0.15
25.00
7.61
309.70
94.31
120
3.00
0.13
11.20
3.41
320.90
97.72
170
3.50
0.09
5.90
1.80
326.80
99.51
200
3.74
0.07
0.40
0.12
327.20
99.63
230
4.00
0.06
0.20
0.06
327.40
99.70
D5 (mm)
D16 (mm)
D25 (Phi)
D50 (mm)
D75 (mm)
D84 (mm)
D95 (mm)
0.14
0.19
0.23
0.46
0.97
1.44
3.29
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.94
0.52
1.41
-0.64
2.94

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PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
m
m 60
0
T
7
50
W
m 40
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
Z
rn
a)
40
T
m
N
50
(0
0
U
60 aa)
2
m
a
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2022-OKI-615-290
•
6.1
SW
1230-0.22
15.17
1.31
1.07
-0.79
3.28
1.3
Project Name:
GLDD - OI Construction 2022
Comments: Jay Bird Shoals Zone 2, Depth: 37
Analysis Date:
03-01-22
Depths and elevations based on measured values
Analyzed By:
SEF
TI oasta I
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
h 910.821.1358
lax 910.821.1359
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
NAD 1983
Vertical System:
NAVD 88

Granularmetric Report
Depths and elevations based on measured values
1T
I T"� oasta
s E= R v t c E= s, t N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: GLDD - OI Construction 2022
Sample Name: 2022-OKI-615-290
Analysis Date: 03-01-22
Analyzed By: SEF
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
6.1 NAVD 88
USCS:
SW
Munsell:
Wet - 1 OYR-5/1
Dry - 1OYR-7/1
Comments:
Jay Bird Shoals Zone 2, Depth: 37
Dry Weight (g):
312.50
Wash Weight (g):
312.50
Pan Retained (g):
0.10
Sieve Loss (%):
0.19
Fines (%):
#230 - 0.22
Organics (%):
Carbonates (%):
15.17
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.40
0.13
0.40
0.13
4
-2.25
4.76
4.70
1.50
5.10
1.63
5
-2.00
4.00
3.40
1.09
8.50
2.72
7
-1.50
2.83
5.90
1.89
14.40
4.61
10
-1.00
2.00
9.40
3.01
23.80
7.62
14
-0.50
1.41
16.50
5.28
40.30
12.90
18
0.00
1.00
20.20
6.46
60.50
19.36
25
0.50
0.71
32.60
10.43
93.10
29.79
35
1.00
0.50
35.20
11.26
128.30
41.06
45
1.50
0.35
45.40
14.53
173.70
55.58
60
2.00
0.25
51.60
16.51
225.30
72.10
70
2.25
0.21
26.20
8.38
251.50
80.48
80
2.50
0.18
23.10
7.39
274.60
87.87
100
2.75
0.15
24.90
7.97
299.50
95.84
120
3.00
0.13
7.40
2.37
306.90
98.21
170
3.50
0.09
4.60
1.47
311.50
99.68
200
3.74
0.07
0.20
0.06
311.70
99.74
230
4.00
0.06
0.10
0.03
311.80
99.78
D5 (mm)
D16 (mm)
D25 (mm)
D50 (mm)
D75 (mm)
D84 (mm)
D95 (mm)
0.15
0.19
0.23
0.40
0.83
1.20
2.71
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.07
0.48
1.3
-0.79
3.28

xozz OKI 615-290
wet