SedimentSample_SummaryTableandGraphs_022522

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

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-595-420
•
1.0
SW
#230-0.06
23.04
1.03
0.88
-0.74
3.48
1.24
Project Name:
GLDD - OI Construction 2022
Comments: Sta 59b+UU, Range
Dredge- Zone 2. Df-.pth- 37
Analysis Date:
02-23-22
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
(D
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-605-310
•
4.7
SW
#230-0.03
23.25
0.81
0.66
-0.59
3.13
1.39
Project Name:
GLDD - OI Construction 2022
Comments: Sta 6Ub+UU, Range
Dredge- Zone 2. De.pth- 37
Analysis Date:
02-23-22
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
(D
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-609-245
•
13.1
SW
#23o-o.os
25.51
0.7
0.59
-0.49
3.04
1.29
Project Name:
GLDD - OI Construction 2022
Comments: Sta 6U9+UU, Range
Dredge- Jay Bird Zone 3, Depth- 29
Analysis Date:
02-22-22
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
T
I T1 "�� 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-595-420
Analysis Date: 02-23-22
Analyzed By: JCP
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
1.0 NAVD 88
USCS:
SW
Munsell:
Wet - 1 OYR-4/1
Dry - 10YR-6/1
Comments:
Sta 595+00, Range 420
Dry Weight (g):
315.10
Wash Weight (g):
315.10
Pan Retained (g):
0.00
Sieve Loss (%):
0.06
iedge: Zone)r?�NlDepth:
#230 - 0.06
arbonates (% ):
23.04
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
0.80
0.25
0.80
0.25
4
-2.25
4.76
5.10
1.62
5.90
1.87
5
-2.00
4.00
1.80
0.57
7.70
2.44
7
-1.50
2.83
7.10
2.25
14.80
4.70
10
-1.00
2.00
10.50
3.33
25.30
8.03
14
-0.50
1.41
17.50
5.55
42.80
13.58
18
0.00
1.00
23.50
7.46
66.30
21.04
25
0.50
0.71
40.40
12.82
106.70
33.86
35
1.00
0.50
47.30
15.01
154.00
48.87
45
1.50
0.35
52.40
16.63
206.40
65.50
60
2.00
0.25
47.90
15.20
254.30
80.70
70
2.25
0.21
21.20
6.73
275.50
87.43
80
2.50
0.18
19.30
6.13
294.80
93.56
100
2.75
0.15
13.10
4.16
307.90
97.72
120
3.00
0.13
5.10
1.62
313.00
99.33
170
3.50
0.09
1.80
0.57
314.80
99.90
200
3.74
0.07
0.10
0.03
314.90
99.94
230
4.00
0.06
0.00
0.00
314.90
99.94
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.59
2.12
1.81
1.03
0.15
-0.34
-1.45
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.88
0.54
1.24
-0.74
3.48

Granularmetric Report
Depths and elevations based on measured values
T
I T1 "�� 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-605-310
Analysis Date: 02-23-22
Analyzed By: JCP
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
4.7 NAVD 88
USCS:
SW
Munsell:
Wet - 1 OYR-5/1
Dry - 1 OYR-6/1
Comments:
Sta 605+00, Range 310
Dry Weight (g):
322.50
Wash Weight (g):
322.50
Pan Retained (g):
0.00
Sieve Loss (%):
0.03
iedge: Zone)r?�NlDepth:
#230 - 0.03
arbonates (% ):
23.25
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
2.30
0.71
2.30
0.71
4
-2.25
4.76
8.50
2.64
10.80
3.35
5
-2.00
4.00
4.30
1.33
15.10
4.68
7
-1.50
2.83
10.00
3.10
25.10
7.78
10
-1.00
2.00
13.90
4.31
39.00
12.09
14
-0.50
1.41
23.30
7.22
62.30
19.32
18
0.00
1.00
28.60
8.87
90.90
28.19
25
0.50
0.71
45.40
14.08
136.30
42.26
35
1.00
0.50
40.40
12.53
176.70
54.79
45
1.50
0.35
47.50
14.73
224.20
69.52
60
2.00
0.25
42.70
13.24
266.90
82.76
70
2.25
0.21
17.40
5.40
284.30
88.16
80
2.50
0.18
15.30
4.74
299.60
92.90
100
2.75
0.15
13.50
4.19
313.10
97.09
120
3.00
0.13
4.60
1.43
317.70
98.51
170
3.50
0.09
3.90
1.21
321.60
99.72
200
3.74
0.07
0.40
0.12
322.00
99.84
230
4.00
0.06
0.40
0.12
322.40
99.97
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.63
2.06
1.71
0.81
-0.18
-0.73
-1.95
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.66
0.63
1.39
-0.59
3.13

Granularmetric Report
Depths and elevations based on measured values
T
I T1 "�� 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-609-245
Analysis Date: 02-22-22
Analyzed By: JCP
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
13.1 NAVD 88
USCS:
SW
Munsell:
Wet - 1 OYR-5/1
Dry - 1 OYR-6/1
Comments:
Sta 609+00, Range 245
Dry Weight (g):
323.20
Wash Weight (g):
323.20
Pan Retained (g):
0.00
Sieve Loss (% ): DredgwsJay
0.09
Bird
#230 - 0.09
Zjw (3,,): De
kb2,4s (%):
25.51
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
0.50
0.15
0.50
0.15
4
-2.25
4.76
8.40
2.60
8.90
2.75
5
-2.00
4.00
3.70
1.14
12.60
3.90
7
-1.50
2.83
9.60
2.97
22.20
6.87
10
-1.00
2.00
15.40
4.76
37.60
11.63
14
-0.50
1.41
24.80
7.67
62.40
19.31
18
0.00
1.00
31.10
9.62
93.50
28.93
25
0.50
0.71
48.10
14.88
141.60
43.81
35
1.00
0.50
48.80
15.10
190.40
58.91
45
1.50
0.35
52.10
16.12
242.50
75.03
60
2.00
0.25
39.00
12.07
281.50
87.10
70
2.25
0.21
13.50
4.18
295.00
91.27
80
2.50
0.18
10.60
3.28
305.60
94.55
100
2.75
0.15
9.80
3.03
315.40
97.59
120
3.00
0.13
4.00
1.24
319.40
98.82
170
3.50
0.09
3.30
1.02
322.70
99.85
200
3.74
0.07
0.20
0.06
322.90
99.91
230
4.00
0.06
0.00
0.00
322.90
99.91
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.54
1.87
1.50
0.70
-0.20
-0.72
-1.81
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.59
0.66
1.29
-0.49
3.04