20040393 Ver 2 _Appendix 2 _20150924

APPENDIX 2
CPE -NC INDIVIDUAL BEACH GRANULARMETRIC REPORTS
(Digital Copy Only)

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,955,448
909,238
North Carolina State
Plane 16.8 NAVD 88
USCS:
Munsell: Wet - 2.5Y -7/2 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.49
Organics (%: Carbonates (%):
Shell Hash ( %):
100.68
100.41
0.02
0.19
#230 - 0.47
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.08
0.08
0.08
0.08
4
-2.25
4.76
0.00
0.00
0.08
0.08
5
-2.00
4.00
0.00
0.00
0.08
0.08
7
-1.50
2.83
0.00
0.00
0.08
0.08
10
-1.00
2.00
0.00
0.00
0.08
0.08
14
-0.50
1.41
0.04
0.04
0.12
0.12
18
0.00
1.00
0.35
0.35
0.47
0.47
25
0.50
0.71
3.96
3.93
4.43
4.40
35
1.00
0.50
15.29
15.19
19.72
19.59
45
1.50
0.35
32.21
31.99
51.93
51.58
60
2.00
0.25
34.53
34.30
86.46
85.88
80
2.50
0.18
12.50
12.42
98.96
98.30
120
3.00
0.13
1.09
1.08
100.05
99.38
170
3.50
0.09
0.10
0.10
100.15
99.48
200
3.75
0.07
0.03
0.03
100.18
99.51
230
4.00
0.06
0.02
0.02
100.20
99.53
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.37 1.97 1.84 1.48 1.08 0.88 0.52
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.44 0.37 0.55 -0.52 5.48

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #02 TOD
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,955,471
909,247
North Carolina State
Plane 11.6 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -8/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.31
Organics (%: Carbonates (%):
Shell Hash ( %):
98.26
98.04
0.00
0.08
#230 - 0.30
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.15
0.15
0.15
0.15
5
-2.00
4.00
0.20
0.20
0.35
0.35
7
-1.50
2.83
1.56
1.59
1.91
1.94
10
-1.00
2.00
4.05
4.12
5.96
6.06
14
-0.50
1.41
6.84
6.96
12.80
13.02
18
0.00
1.00
9.89
10.07
22.69
23.09
25
0.50
0.71
13.36
13.60
36.05
36.69
35
1.00
0.50
13.34
13.58
49.39
50.27
45
1.50
0.35
20.26
20.62
69.65
70.89
60
2.00
0.25
19.32
19.66
88.97
90.55
80
2.50
0.18
7.87
8.01
96.84
98.56
120
3.00
0.13
1.02
1.04
97.86
99.60
170
3.50
0.09
0.07
0.07
97.93
99.67
200
3.75
0.07
0.02
0.02
97.95
99.69
230
4.00
0.06
0.01
0.01
97.96
99.70
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.28 1.83 1.60 0.99 0.07 -0.35 -1.13
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.79 0.58 1.03 -0.5 2.59

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #03 Mid Berm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,955,502
909,257
North Carolina State
Plane 7.2 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.48
Organics (%: Carbonates (%):
Shell Hash ( %):
100.41
100.10
0.01
0.16
#230 - 0.46
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.69
0.69
0.69
0.69
10
-1.00
2.00
1.14
1.14
1.83
1.83
14
-0.50
1.41
3.11
3.10
4.94
4.93
18
0.00
1.00
7.92
7.89
12.86
12.82
25
0.50
0.71
12.83
12.78
25.69
25.60
35
1.00
0.50
18.94
18.86
44.63
44.46
45
1.50
0.35
23.72
23.62
68.35
68.08
60
2.00
0.25
22.14
22.05
90.49
90.13
80
2.50
0.18
8.45
8.42
98.94
98.55
120
3.00
0.13
0.91
0.91
99.85
99.46
170
3.50
0.09
0.04
0.04
99.89
99.50
200
3.75
0.07
0.02
0.02
99.91
99.52
230
4.00
0.06
0.02
0.02
99.93
99.54
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.29 1.86 1.66 1.12 0.48 0.12 -0.50
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.01 0.50 0.85 -0.57 3.15

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #04 Berm Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,955,522
909,264
North Carolina State
Plane 6.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.39
Organics (%: Carbonates (%):
Shell Hash ( %):
97.74
97.48
0.00
0.10
#230 - 0.38
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.10
0.10
0.10
0.10
14
-0.50
1.41
0.14
0.14
0.24
0.24
18
0.00
1.00
0.16
0.16
0.40
0.40
25
0.50
0.71
0.61
0.62
1.01
1.02
35
1.00
0.50
2.17
2.22
3.18
3.24
45
1.50
0.35
12.16
12.44
15.34
15.68
60
2.00
0.25
39.55
40.46
54.89
56.14
80
2.50
0.18
36.35
37.19
91.24
93.33
120
3.00
0.13
5.84
5.98
97.08
99.31
170
3.50
0.09
0.26
0.27
97.34
99.58
200
3.75
0.07
0.03
0.03
97.37
99.61
230
4.00
0.06
0.01
0.01
97.38
99.62
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.64 2.37 2.25 1.92 1.62 1.50 1.07
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.9 0.27 0.48 -0.98 6.79

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,955,562
909,277
North Carolina State
Plane 1.2 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.83
Organics (%: Carbonates ( %):
Shell Hash ( %):
85.51
84.81
0.00
0.02
#230 - 0.83
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.28
0.33
0.28
0.33
7
-1.50
2.83
1.18
1.38
1.46
1.71
10
-1.00
2.00
1.69
1.98
3.15
3.69
14
-0.50
1.41
4.42
5.17
7.57
8.86
18
0.00
1.00
6.36
7.44
13.93
16.30
25
0.50
0.71
6.60
7.72
20.53
24.02
35
1.00
0.50
8.38
9.80
28.91
33.82
45
1.50
0.35
13.27
15.52
42.18
49.34
60
2.00
0.25
20.55
24.03
62.73
73.37
80
2.50
0.18
18.74
21.92
81.47
95.29
120
3.00
0.13
3.24
3.79
84.71
99.08
170
3.50
0.09
0.07
0.08
84.78
99.16
200
3.75
0.07
0.01
0.01
84.79
99.17
230
4.00
0.06
0.00
0.00
84.79
99.17
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.49 2.24 2.04 1.51 0.55 -0.02 -0.87
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.2 0.44 1.07 -0.85 3

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,955,575
909,285
North Carolina State
Plane -0.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SW
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.04
Organics (%: Carbonates ( %):
Shell Hash ( %):
83.78
82.97
0.00
0.05
#230 - 1.03
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.75
0.90
0.75
0.90
7
-1.50
2.83
2.33
2.78
3.08
3.68
10
-1.00
2.00
3.41
4.07
6.49
7.75
14
-0.50
1.41
4.09
4.88
10.58
12.63
18
0.00
1.00
3.86
4.61
14.44
17.24
25
0.50
0.71
2.65
3.16
17.09
20.40
35
1.00
0.50
2.27
2.71
19.36
23.11
45
1.50
0.35
5.13
6.12
24.49
29.23
60
2.00
0.25
16.75
19.99
41.24
49.22
80
2.50
0.18
32.37
38.64
73.61
87.86
120
3.00
0.13
9.01
10.75
82.62
98.61
170
3.50
0.09
0.28
0.33
82.90
98.94
200
3.75
0.07
0.02
0.02
82.92
98.96
230
4.00
0.06
0.01
0.01
82.93
98.97
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.83 2.45 2.33 2.01 1.15 -0.13 -1.34
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.48 0.36 1.27 -1.3 3.53

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,955,596
909,291
North Carolina State
Plane -2.1 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SW
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.98
Organics (%: Carbonates ( %):
Shell Hash ( %):
85.83
85.10
0.00
0.14
#230 - 0.97
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.11
0.13
0.11
0.13
5
-2.00
4.00
0.70
0.82
0.81
0.95
7
-1.50
2.83
1.01
1.18
1.82
2.13
10
-1.00
2.00
2.87
3.34
4.69
5.47
14
-0.50
1.41
6.15
7.17
10.84
12.64
18
0.00
1.00
6.10
7.11
16.94
19.75
25
0.50
0.71
5.13
5.98
22.07
25.73
35
1.00
0.50
5.28
6.15
27.35
31.88
45
1.50
0.35
7.63
8.89
34.98
40.77
60
2.00
0.25
17.31
20.17
52.29
60.94
80
2.50
0.18
26.27
30.61
78.56
91.55
120
3.00
0.13
6.21
7.24
84.77
98.79
170
3.50
0.09
0.17
0.20
84.94
98.99
200
3.75
0.07
0.03
0.03
84.97
99.02
230
4.00
0.06
0.01
0.01
84.98
99.03
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.74 2.38 2.23 1.73 0.44 -0.26 -1.07
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.28 0.41 1.22 -0.9 2.74

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
SamSample Name:
p
D -11 #08 Trough
9
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,955,721
909,339
North Carolina State
Plane -5.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SW
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.17
Organics (%: Carbonates ( %):
Shell Hash ( %):
83.28
82.45
0.00
0.12
#230 - 1.13
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.17
0.20
0.17
0.20
7
-1.50
2.83
0.37
0.44
0.54
0.64
10
-1.00
2.00
0.82
0.98
1.36
1.62
14
-0.50
1.41
2.20
2.64
3.56
4.26
18
0.00
1.00
2.53
3.04
6.09
7.30
25
0.50
0.71
2.01
2.41
8.10
9.71
35
1.00
0.50
1.77
2.13
9.87
11.84
45
1.50
0.35
5.07
6.09
14.94
17.93
60
2.00
0.25
16.43
19.73
31.37
37.66
80
2.50
0.18
30.72
36.89
62.09
74.55
120
3.00
0.13
17.75
21.31
79.84
95.86
170
3.50
0.09
2.36
2.83
82.20
98.69
200
3.75
0.07
0.12
0.14
82.32
98.83
230
4.00
0.06
0.03
0.04
82.35
98.87
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.98 2.72 2.51 2.17 1.68 1.34 -0.38
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.93 0.26 0.95 -1.71 5.99

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck,
NC
Sample Name:
D -11 #09 Bar
Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,956,169
909,500
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.23
Organics ( %: Carbonates ( %):
Shell Hash ( %):
82.85
81.92
0.01
0.05
#230 - 1.18
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.03
0.04
0.03
0.04
14
-0.50
1.41
0.01
0.01
0.04
0.05
18
0.00
1.00
0.12
0.14
0.16
0.19
25
0.50
0.71
0.36
0.43
0.52
0.62
35
1.00
0.50
2.03
2.45
2.55
3.07
45
1.50
0.35
7.04
8.50
9.59
11.57
60
2.00
0.25
17.09
20.63
26.68
32.20
80
2.50
0.18
31.82
38.41
58.50
70.61
120
3.00
0.13
19.84
23.95
78.34
94.56
170
3.50
0.09
3.26
3.93
81.60
98.49
200
3.75
0.07
0.23
0.28
81.83
98.77
230
4.00
0.06
0.04
0.05
81.87
98.82
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.06
2.78
2.59
2.23
1.83
1.61
1.11
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.17
0.22
0.57
-0.63
4.08

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #10 (- 12.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,015
909,445
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.29
Organics ( %: Carbonates ( %):
Shell Hash ( %):
82.58
81.62
0.00
0.08
#230 - 1.24
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.03
0.04
0.03
0.04
14
-0.50
1.41
0.11
0.13
0.14
0.17
18
0.00
1.00
0.34
0.41
0.48
0.58
25
0.50
0.71
0.85
1.03
1.33
1.61
35
1.00
0.50
2.78
3.37
4.11
4.98
45
1.50
0.35
8.58
10.39
12.69
15.37
60
2.00
0.25
18.53
22.44
31.22
37.81
80
2.50
0.18
30.86
37.37
62.08
75.18
120
3.00
0.13
16.92
20.49
79.00
95.67
170
3.50
0.09
2.32
2.81
81.32
98.48
200
3.75
0.07
0.19
0.23
81.51
98.71
230
4.00
0.06
0.04
0.05
81.55
98.76
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.98 2.72 2.50 2.16 1.71 1.51 1.00
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 2.08 0.24 0.62 -0.8 4.46

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #11 (- 15.0 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,195
909,510
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.40
Organics (%: Carbonates (%):
Shell Hash ( %):
81.78
80.77
0.01
0.07
#230 - 1.31
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.22
0.27
0.22
0.27
5
-2.00
4.00
0.00
0.00
0.22
0.27
7
-1.50
2.83
0.00
0.00
0.22
0.27
10
-1.00
2.00
0.00
0.00
0.22
0.27
14
-0.50
1.41
0.17
0.21
0.39
0.48
18
0.00
1.00
0.26
0.32
0.65
0.80
25
0.50
0.71
0.80
0.98
1.45
1.78
35
1.00
0.50
3.96
4.84
5.41
6.62
45
1.50
0.35
11.59
14.17
17.00
20.79
60
2.00
0.25
21.05
25.74
38.05
46.53
80
2.50
0.18
28.18
34.46
66.23
80.99
120
3.00
0.13
12.86
15.73
79.09
96.72
170
3.50
0.09
1.41
1.72
80.50
98.44
200
3.75
0.07
0.13
0.16
80.63
98.60
230
4.00
0.06
0.07
0.09
80.70
98.69
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.95 2.60 2.41 2.05 1.58 1.33 0.83
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.96 0.26 0.66 -1.22 8.08

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #12 (- 17.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,212
909,517
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/1 Comments:
Dry
- 5Y -5/1
SP
Washed
- 5Y -6/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.64
Organics (%: Carbonates ( %):
Shell Hash ( %):
81.11
79.98
0.01
0.09
#230 - 1.49
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.11
0.14
0.11
0.14
14
-0.50
1.41
0.14
0.17
0.25
0.31
18
0.00
1.00
0.28
0.35
0.53
0.66
25
0.50
0.71
0.62
0.76
1.15
1.42
35
1.00
0.50
1.59
1.96
2.74
3.38
45
1.50
0.35
4.77
5.88
7.51
9.26
60
2.00
0.25
13.34
16.45
20.85
25.71
80
2.50
0.18
34.79
42.89
55.64
68.60
120
3.00
0.13
20.84
25.69
76.48
94.29
170
3.50
0.09
3.02
3.72
79.50
98.01
200
3.75
0.07
0.28
0.35
79.78
98.36
230
4.00
0.06
0.12
0.15
79.90
98.51
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.10
2.80
2.62
2.28
1.98
1.70
1.14
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.22
0.21
0.59
-1.25
6.94

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -11 #13 (- 20.0 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -12 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,280
909,542
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/1 Comments:
Dry
- 5Y -5/1
SP
Washed
- 5Y -6/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 3.03
Organics ( %: Carbonates (%):
Shell Hash ( %):
80.14
78.33
0.07
0.04
#230 - 2.39
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.15
0.19
0.15
0.19
3.5
-2.50
5.66
0.00
0.00
0.15
0.19
4
-2.25
4.76
0.08
0.10
0.23
0.29
5
-2.00
4.00
0.04
0.05
0.27
0.34
7
-1.50
2.83
0.05
0.06
0.32
0.40
10
-1.00
2.00
0.02
0.02
0.34
0.42
14
-0.50
1.41
0.08
0.10
0.42
0.52
18
0.00
1.00
0.03
0.04
0.45
0.56
25
0.50
0.71
0.12
0.15
0.57
0.71
35
1.00
0.50
0.25
0.31
0.82
1.02
45
1.50
0.35
0.62
0.77
1.44
1.79
60
2.00
0.25
3.61
4.50
5.05
6.29
80
2.50
0.18
25.37
31.66
30.42
37.95
120
3.00
0.13
36.58
45.65
67.00
83.60
170
3.50
0.09
9.33
11.64
76.33
95.24
200
3.75
0.07
1.39
1.73
77.72
96.97
230
4.00
0.06
0.51
0.64
78.23
97.61
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.49
3.02
2.91
2.63
2.30
2.15
1.86
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.57
0.17
0.57
-3.64
34.05

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -13 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -06 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,165
907,584
North Carolina State
Plane 14.1 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.18
Organics (%: Carbonates (%):
Shell Hash ( %):
146.89
146.62
0.00
0.00
#230 - 0.18
4
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.53
0.36
0.53
0.36
4
-2.25
4.76
1.20
0.82
1.73
1.18
5
-2.00
4.00
0.91
0.62
2.64
1.80
7
-1.50
2.83
3.19
2.17
5.83
3.97
10
-1.00
2.00
5.88
4.00
11.71
7.97
14
-0.50
1.41
10.07
6.86
21.78
14.83
18
0.00
1.00
15.08
10.27
36.86
25.10
25
0.50
0.71
23.25
15.83
60.11
40.93
35
1.00
0.50
30.50
20.76
90.61
61.69
45
1.50
0.35
25.81
17.57
116.42
79.26
60
2.00
0.25
19.93
13.57
136.35
92.83
80
2.50
0.18
8.20
5.58
144.55
98.41
120
3.00
0.13
1.85
1.26
146.40
99.67
170
3.50
0.09
0.19
0.13
146.59
99.80
200
3.75
0.07
0.03
0.02
146.62
99.82
230
4.00
0.06
0.00
0.00
146.62
99.82
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.19 1.67 1.38 0.72 0.00 -0.44 -1.37
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.61 0.66 1.06 -0.53 3.15

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -13 #02 TOD
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -07 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,180
907,590
North Carolina State
Plane 9.3 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -6/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.66
Organics (%: Carbonates (%):
Shell Hash ( %):
144.63
143.75
0.03
0.00
#230 - 0.64
4
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
1.54
1.06
1.54
1.06
4
-2.25
4.76
0.96
0.66
2.50
1.72
5
-2.00
4.00
3.51
2.43
6.01
4.15
7
-1.50
2.83
10.49
7.25
16.50
11.40
10
-1.00
2.00
12.80
8.85
29.30
20.25
14
-0.50
1.41
14.41
9.96
43.71
30.21
18
0.00
1.00
16.77
11.60
60.48
41.81
25
0.50
0.71
20.81
14.39
81.29
56.20
35
1.00
0.50
21.90
15.14
103.19
71.34
45
1.50
0.35
19.90
13.76
123.09
85.10
60
2.00
0.25
12.71
8.79
135.80
93.89
80
2.50
0.18
6.15
4.25
141.95
98.14
120
3.00
0.13
1.52
1.05
143.47
99.19
170
3.50
0.09
0.18
0.12
143.65
99.31
200
3.75
0.07
0.04
0.03
143.69
99.34
230
4.00
0.06
0.03
0.02
143.72
99.36
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.13 1.46 1.13 0.28 -0.76 -1.24 -1.94
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.17 0.89 1.24 -0.18 2.31

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -13 #03 Mid Berm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,201
907,596
North Carolina State
Plane 7.3 NAVD
88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.63
Organics (%: Carbonates (%):
Shell Hash ( %):
144.89
144.08
0.00
0.06
#230 - 0.63
2
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
2.34
1.62
2.34
1.62
4
-2.25
4.76
0.00
0.00
2.34
1.62
5
-2.00
4.00
0.25
0.17
2.59
1.79
7
-1.50
2.83
0.81
0.56
3.40
2.35
10
-1.00
2.00
0.76
0.52
4.16
2.87
14
-0.50
1.41
1.36
0.94
5.52
3.81
18
0.00
1.00
2.81
1.94
8.33
5.75
25
0.50
0.71
7.45
5.14
15.78
10.89
35
1.00
0.50
17.62
12.16
33.40
23.05
45
1.50
0.35
32.60
22.50
66.00
45.55
60
2.00
0.25
49.01
33.83
115.01
79.38
80
2.50
0.18
25.10
17.32
140.11
96.70
120
3.00
0.13
3.71
2.56
143.82
99.26
170
3.50
0.09
0.15
0.10
143.97
99.36
200
3.75
0.07
0.02
0.01
143.99
99.37
230
4.00
0.06
0.00
0.00
143.99
99.37
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.45 2.13 1.94 1.57 1.04 0.71 -0.19
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.37 0.39 0.91 -2.03 9.18

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -13 #04 Berm Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,234
907,608
North Carolina State
Plane 4.4 NAVD
88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.31
Organics ( %: Carbonates ( %):
Shell Hash ( %):
137.59
137.22
0.01
0.04
#230 - 0.31
3
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.25
0.18
0.25
0.18
10
-1.00
2.00
0.43
0.31
0.68
0.49
14
-0.50
1.41
3.43
2.49
4.11
2.98
18
0.00
1.00
12.27
8.92
16.38
11.90
25
0.50
0.71
16.77
12.19
33.15
24.09
35
1.00
0.50
16.48
11.98
49.63
36.07
45
1.50
0.35
23.17
16.84
72.80
52.91
60
2.00
0.25
34.77
25.27
107.57
78.18
80
2.50
0.18
25.42
18.48
132.99
96.66
120
3.00
0.13
4.00
2.91
136.99
99.57
170
3.50
0.09
0.15
0.11
137.14
99.68
200
3.75
0.07
0.01
0.01
137.15
99.69
230
4.00
0.06
0.00
0.00
137.15
99.69
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.46 2.16 1.94 1.41 0.54 0.17 -0.39
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.23 0.43 0.9 -0.5 2.43

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -13 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -06 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,264
907,622
North Carolina State
Plane 1.0 NAVD
88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.68
Organics (%: Carbonates (%):
Shell Hash ( %):
160.82
159.78
0.01
0.04
#230 - 0.68
4
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
1.11
0.69
1.11
0.69
5/16"
-3.00
8.00
0.00
0.00
1.11
0.69
3.5
-2.50
5.66
1.45
0.90
2.56
1.59
4
-2.25
4.76
1.01
0.63
3.57
2.22
5
-2.00
4.00
1.05
0.65
4.62
2.87
7
-1.50
2.83
5.26
3.27
9.88
6.14
10
-1.00
2.00
7.88
4.90
17.76
11.04
14
-0.50
1.41
15.77
9.81
33.53
20.85
18
0.00
1.00
15.72
9.77
49.25
30.62
25
0.50
0.71
15.50
9.64
64.75
40.26
35
1.00
0.50
13.55
8.43
78.30
48.69
45
1.50
0.35
14.15
8.80
92.45
57.49
60
2.00
0.25
28.69
17.84
121.14
75.33
80
2.50
0.18
31.10
19.34
152.24
94.67
120
3.00
0.13
7.17
4.46
159.41
99.13
170
3.50
0.09
0.27
0.17
159.68
99.30
200
3.75
0.07
0.03
0.02
159.71
99.32
230
4.00
0.06
0.00
0.00
159.71
99.32
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.54 2.22 1.99 1.07 -0.29 -0.75 -1.67
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.78 0.58 1.4 -0.62 2.67

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -13 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -06 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,284
907,627
North Carolina State
Plane -0.7 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.68
Organics (%: Carbonates (%):
Shell Hash ( %):
190.11
188.81
0.00
0.00
#230 - 0.68
6
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
6.16
3.24
6.16
3.24
3.5
-2.50
5.66
17.90
9.42
24.06
12.66
4
-2.25
4.76
5.61
2.95
29.67
15.61
5
-2.00
4.00
6.11
3.21
35.78
18.82
7
-1.50
2.83
17.17
9.03
52.95
27.85
10
-1.00
2.00
21.22
11.16
74.17
39.01
14
-0.50
1.41
30.08
15.82
104.25
54.83
18
0.00
1.00
21.42
11.27
125.67
66.10
25
0.50
0.71
16.12
8.48
141.79
74.58
35
1.00
0.50
9.10
4.79
150.89
79.37
45
1.50
0.35
7.76
4.08
158.65
83.45
60
2.00
0.25
11.79
6.20
170.44
89.65
80
2.50
0.18
14.52
7.64
184.96
97.29
120
3.00
0.13
3.75
1.97
188.71
99.26
170
3.50
0.09
0.09
0.05
188.80
99.31
200
3.75
0.07
0.01
0.01
188.81
99.32
230
4.00
0.06
0.00
0.00
188.81
99.32
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.35 1.54 0.54 -0.65 -1.66 -2.22 -2.91
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.51 1.42 1.58 0.28 2.24

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -13 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -07 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,299
907,633
North Carolina State
Plane -2.1 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.70
Organics ( %: Carbonates ( %):
Shell Hash ( %):
161.90
160.84
0.00
0.04
#230 - 0.69
4
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
1.17
0.72
1.17
0.72
3.5
-2.50
5.66
10.18
6.29
11.35
7.01
4
-2.25
4.76
3.52
2.17
14.87
9.18
5
-2.00
4.00
4.32
2.67
19.19
11.85
7
-1.50
2.83
10.71
6.62
29.90
18.47
10
-1.00
2.00
12.98
8.02
42.88
26.49
14
-0.50
1.41
16.95
10.47
59.83
36.96
18
0.00
1.00
16.70
10.32
76.53
47.28
25
0.50
0.71
15.29
9.44
91.82
56.72
35
1.00
0.50
10.19
6.29
102.01
63.01
45
1.50
0.35
7.46
4.61
109.47
67.62
60
2.00
0.25
15.40
9.51
124.87
77.13
80
2.50
0.18
26.71
16.50
151.58
93.63
120
3.00
0.13
8.94
5.52
160.52
99.15
170
3.50
0.09
0.22
0.14
160.74
99.29
200
3.75
0.07
0.02
0.01
160.76
99.30
230
4.00
0.06
0.01
0.01
160.77
99.31
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.62 2.21 1.89 0.14 -1.09 -1.69 -2.66
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.2 0.87 1.69 -0.14 1.86

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
SamSample Name:
p
D -13 #08 Trough
9
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -07 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,343
907,653
North Carolina State
Plane -5.1 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/2 Comments:
Dry
- 5Y -6/2
SP
Washed
- 5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.05
Organics (%: Carbonates ( %):
Shell Hash ( %):
124.91
123.68
0.00
0.01
#230 - 1.01
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.20
0.16
0.20
0.16
7
-1.50
2.83
0.13
0.10
0.33
0.26
10
-1.00
2.00
0.44
0.35
0.77
0.61
14
-0.50
1.41
0.83
0.66
1.60
1.27
18
0.00
1.00
1.28
1.02
2.88
2.29
25
0.50
0.71
1.55
1.24
4.43
3.53
35
1.00
0.50
2.01
1.61
6.44
5.14
45
1.50
0.35
4.83
3.87
11.27
9.01
60
2.00
0.25
15.03
12.03
26.30
21.04
80
2.50
0.18
52.09
41.70
78.39
62.74
120
3.00
0.13
42.24
33.82
120.63
96.56
170
3.50
0.09
2.84
2.27
123.47
98.83
200
3.75
0.07
0.15
0.12
123.62
98.95
230
4.00
0.06
0.05
0.04
123.67
98.99
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.98 2.81 2.68 2.35 2.05 1.79 0.96
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 2.23 0.21 0.7 -2.39 11.32

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck,
NC
Sample Name:
D -13 #09 Bar
Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -07 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,956,442
907,691
North Carolina State
Plane -4.8 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/2 Comments:
Dry - 5Y -6/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.96
Organics ( %: Carbonates ( %):
Shell Hash ( %):
114.06
112.98
0.00
0.00
#230 - 0.94
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.06
0.05
0.06
0.05
14
-0.50
1.41
0.09
0.08
0.15
0.13
18
0.00
1.00
0.26
0.23
0.41
0.36
25
0.50
0.71
0.43
0.38
0.84
0.74
35
1.00
0.50
1.29
1.13
2.13
1.87
45
1.50
0.35
4.63
4.06
6.76
5.93
60
2.00
0.25
15.67
13.74
22.43
19.67
80
2.50
0.18
43.41
38.06
65.84
57.73
120
3.00
0.13
41.36
36.26
107.20
93.99
170
3.50
0.09
5.55
4.87
112.75
98.86
200
3.75
0.07
0.21
0.18
112.96
99.04
230
4.00
0.06
0.02
0.02
112.98
99.06
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.10
2.86
2.74
2.40
2.07
1.87
1.39
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.34
0.20
0.53
-1.23
6.76

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -13 #10 12.5
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -07 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,643
907,748
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/2 Comments:
Dry
- 5Y -5/2
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.18
Organics ( %: Carbonates ( %):
Shell Hash ( %):
174.13
172.33
0.06
0.03
#230 - 1.10
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.10
0.06
0.10
0.06
10
-1.00
2.00
0.14
0.08
0.24
0.14
14
-0.50
1.41
0.23
0.13
0.47
0.27
18
0.00
1.00
0.46
0.26
0.93
0.53
25
0.50
0.71
1.13
0.65
2.06
1.18
35
1.00
0.50
2.90
1.67
4.96
2.85
45
1.50
0.35
6.29
3.61
11.25
6.46
60
2.00
0.25
14.73
8.46
25.98
14.92
80
2.50
0.18
55.51
31.88
81.49
46.80
120
3.00
0.13
78.69
45.19
160.18
91.99
170
3.50
0.09
11.20
6.43
171.38
98.42
200
3.75
0.07
0.70
0.40
172.08
98.82
230
4.00
0.06
0.14
0.08
172.22
98.90
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.23
2.91
2.81
2.54
2.16
2.02
1.30
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.42
0.19
0.58
-1.79
9.12

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -13 #11 (- 15.0 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -07 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,781
907,786
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/1 Comments:
Dry
- 5Y -5/2
SP -SM
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 6.48
Organics (%: Carbonates (%):
Shell Hash ( %):
164.26
155.36
0.31
0.09
#230 - 5.70
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.03
0.02
0.03
0.02
10
-1.00
2.00
0.07
0.04
0.10
0.06
14
-0.50
1.41
0.15
0.09
0.25
0.15
18
0.00
1.00
0.31
0.19
0.56
0.34
25
0.50
0.71
0.81
0.49
1.37
0.83
35
1.00
0.50
4.16
2.53
5.53
3.36
45
1.50
0.35
7.71
4.69
13.24
8.05
60
2.00
0.25
14.68
8.94
27.92
16.99
80
2.50
0.18
36.49
22.21
64.41
39.20
120
3.00
0.13
61.38
37.37
125.79
76.57
170
3.50
0.09
24.33
14.81
150.12
91.38
200
3.75
0.07
3.51
2.14
153.63
93.52
230
4.00
0.06
1.28
0.78
154.91
94.30
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.25
2.98
2.64
2.18
1.94
1.17
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.49
0.18
0.67
-1.07
5.1

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -13 #12 17.5
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -11 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,503
908,059
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/2 Comments:
Dry
- 5Y -5/2
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.37
Organics (%: Carbonates (%):
Shell Hash ( %):
150.96
149.18
0.06
0.03
#230 - 1.24
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.12
0.08
0.12
0.08
10
-1.00
2.00
0.05
0.03
0.17
0.11
14
-0.50
1.41
0.19
0.13
0.36
0.24
18
0.00
1.00
0.41
0.27
0.77
0.51
25
0.50
0.71
0.84
0.56
1.61
1.07
35
1.00
0.50
1.89
1.25
3.50
2.32
45
1.50
0.35
4.25
2.82
7.75
5.14
60
2.00
0.25
12.26
8.12
20.01
13.26
80
2.50
0.18
55.64
36.86
75.65
50.12
120
3.00
0.13
65.76
43.56
141.41
93.68
170
3.50
0.09
6.83
4.52
148.24
98.20
200
3.75
0.07
0.65
0.43
148.89
98.63
230
4.00
0.06
0.19
0.13
149.08
98.76
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.15
2.89
2.79
2.50
2.16
2.04
1.48
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.41
0.19
0.54
-1.9
10.8

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -13 #13 20.0
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -11 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,745
908,170
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/2 Comments:
Dry
- 5Y -5/2
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.41
Organics ( %: Carbonates (%):
Shell Hash ( %):
150.52
148.91
0.12
0.01
#230 - 1.18
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.38
0.25
0.38
0.25
3.5
-2.50
5.66
0.05
0.03
0.43
0.28
4
-2.25
4.76
0.00
0.00
0.43
0.28
5
-2.00
4.00
0.14
0.09
0.57
0.37
7
-1.50
2.83
0.35
0.23
0.92
0.60
10
-1.00
2.00
0.05
0.03
0.97
0.63
14
-0.50
1.41
0.12
0.08
1.09
0.71
18
0.00
1.00
0.05
0.03
1.14
0.74
25
0.50
0.71
0.06
0.04
1.20
0.78
35
1.00
0.50
0.11
0.07
1.31
0.85
45
1.50
0.35
0.50
0.33
1.81
1.18
60
2.00
0.25
7.64
5.08
9.45
6.26
80
2.50
0.18
54.26
36.05
63.71
42.31
120
3.00
0.13
67.70
44.98
131.41
87.29
170
3.50
0.09
15.56
10.34
146.97
97.63
200
3.75
0.07
1.45
0.96
148.42
98.59
230
4.00
0.06
0.35
0.23
148.77
98.82
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.37
2.96
2.86
2.59
2.26
2.14
1.88
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.53
0.17
0.58
-4.45
41.06

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -15 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,880
905,768
North Carolina State
Plane 19.8 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.00
Organics ( %: Carbonates ( %):
Shell Hash ( %):
97.25
96.37
0.01
0.01
#230 - 0.95
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.10
0.10
0.10
0.10
3.5
-2.50
5.66
0.00
0.00
0.10
0.10
4
-2.25
4.76
0.00
0.00
0.10
0.10
5
-2.00
4.00
0.00
0.00
0.10
0.10
7
-1.50
2.83
0.14
0.14
0.24
0.24
10
-1.00
2.00
0.14
0.14
0.38
0.38
14
-0.50
1.41
0.60
0.62
0.98
1.00
18
0.00
1.00
0.89
0.92
1.87
1.92
25
0.50
0.71
2.87
2.95
4.74
4.87
35
1.00
0.50
7.07
7.27
11.81
12.14
45
1.50
0.35
20.14
20.71
31.95
32.85
60
2.00
0.25
33.75
34.70
65.70
67.55
80
2.50
0.18
23.87
24.54
89.57
92.09
120
3.00
0.13
5.81
5.97
95.38
98.06
170
3.50
0.09
0.76
0.78
96.14
98.84
200
3.75
0.07
0.16
0.16
96.30
99.00
230
4.00
0.06
0.05
0.05
96.35
99.05
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.74 2.34 2.15 1.75 1.31 1.09 0.51
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.68 0.31 0.68 -1.15 7.48

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -15 #02 TOD
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,917
905,783
North Carolina State
Plane 8.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.44
Organics ( %: Carbonates ( %):
Shell Hash ( %):
99.31
99.00
0.01
0.11
#230 - 0.43
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.24
0.24
0.24
0.24
10
-1.00
2.00
0.96
0.97
1.20
1.21
14
-0.50
1.41
3.50
3.52
4.70
4.73
18
0.00
1.00
9.43
9.50
14.13
14.23
25
0.50
0.71
16.03
16.14
30.16
30.37
35
1.00
0.50
23.85
24.02
54.01
54.39
45
1.50
0.35
21.56
21.71
75.57
76.10
60
2.00
0.25
16.85
16.97
92.42
93.07
80
2.50
0.18
5.73
5.77
98.15
98.84
120
3.00
0.13
0.65
0.65
98.80
99.49
170
3.50
0.09
0.06
0.06
98.86
99.55
200
3.75
0.07
0.01
0.01
98.87
99.56
230
4.00
0.06
0.01
0.01
98.88
99.57
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.17 1.73 1.47 0.91 0.33 0.05 -0.49
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.88 0.54 0.8 -0.26 2.84

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -15 #03 Mid Berm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,960
905,796
North Carolina State
Plane 6.9 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.42
Organics ( %: Carbonates ( %):
Shell Hash ( %):
98.73
98.40
0.00
0.07
#230 - 0.42
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
1.13
1.14
1.13
1.14
3.5
-2.50
5.66
0.31
0.31
1.44
1.45
4
-2.25
4.76
0.00
0.00
1.44
1.45
5
-2.00
4.00
0.00
0.00
1.44
1.45
7
-1.50
2.83
0.17
0.17
1.61
1.62
10
-1.00
2.00
0.17
0.17
1.78
1.79
14
-0.50
1.41
1.10
1.11
2.88
2.90
18
0.00
1.00
2.79
2.83
5.67
5.73
25
0.50
0.71
5.24
5.31
10.91
11.04
35
1.00
0.50
8.05
8.15
18.96
19.19
45
1.50
0.35
15.59
15.79
34.55
34.98
60
2.00
0.25
31.30
31.70
65.85
66.68
80
2.50
0.18
27.91
28.27
93.76
94.95
120
3.00
0.13
4.35
4.41
98.11
99.36
170
3.50
0.09
0.20
0.20
98.31
99.56
200
3.75
0.07
0.02
0.02
98.33
99.58
230
4.00
0.06
0.00
0.00
98.33
99.58
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.51 2.31 2.15 1.74 1.18 0.80 -0.13
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.53 0.35 0.94 -2.22 10.63

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -15 #04 Berm Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,956,970
905,801
North Carolina State
Plane 6.7 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.25
Organics ( %: Carbonates ( %):
Shell Hash ( %):
99.64
99.40
0.00
0.01
#230 - 0.25
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.05
0.05
0.05
0.05
7
-1.50
2.83
0.00
0.00
0.05
0.05
10
-1.00
2.00
0.29
0.29
0.34
0.34
14
-0.50
1.41
1.04
1.04
1.38
1.38
18
0.00
1.00
3.13
3.14
4.51
4.52
25
0.50
0.71
7.10
7.13
11.61
11.65
35
1.00
0.50
16.58
16.64
28.19
28.29
45
1.50
0.35
24.79
24.88
52.98
53.17
60
2.00
0.25
27.99
28.09
80.97
81.26
80
2.50
0.18
16.08
16.14
97.05
97.40
120
3.00
0.13
2.23
2.24
99.28
99.64
170
3.50
0.09
0.08
0.08
99.36
99.72
200
3.75
0.07
0.03
0.03
99.39
99.75
230
4.00
0.06
0.00
0.00
99.39
99.75
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.43 2.08 1.89 1.44 0.90 0.63 0.03
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.36 0.39 0.73 -0.61 3.49

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -15 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,028
905,823
North Carolina State
Plane 1.8 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/1 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.11
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.09
82.25
0.00
0.10
#230 - 1.11
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.09
0.11
0.09
0.11
10
-1.00
2.00
0.10
0.12
0.19
0.23
14
-0.50
1.41
0.38
0.46
0.57
0.69
18
0.00
1.00
1.12
1.35
1.69
2.04
25
0.50
0.71
3.31
3.98
5.00
6.02
35
1.00
0.50
7.27
8.75
12.27
14.77
45
1.50
0.35
15.65
18.83
27.92
33.60
60
2.00
0.25
27.19
32.72
55.11
66.32
80
2.50
0.18
23.42
28.19
78.53
94.51
120
3.00
0.13
3.54
4.26
82.07
98.77
170
3.50
0.09
0.09
0.11
82.16
98.88
200
3.75
0.07
0.01
0.01
82.17
98.89
230
4.00
0.06
0.00
0.00
82.17
98.89
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.56 2.31 2.15 1.75 1.27 1.03 0.37
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.65 0.32 0.66 -0.99 4.56

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -15 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,051
905,830
North Carolina State
Plane -0.4 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/1 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.06
Organics ( %: Carbonates ( %):
Shell Hash ( %):
82.73
81.94
0.00
0.10
#230 - 1.05
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.48
0.58
0.48
0.58
4
-2.25
4.76
0.28
0.34
0.76
0.92
5
-2.00
4.00
0.28
0.34
1.04
1.26
7
-1.50
2.83
1.32
1.60
2.36
2.86
10
-1.00
2.00
2.83
3.42
5.19
6.28
14
-0.50
1.41
4.44
5.37
9.63
11.65
18
0.00
1.00
3.46
4.18
13.09
15.83
25
0.50
0.71
2.26
2.73
15.35
18.56
35
1.00
0.50
2.42
2.93
17.77
21.49
45
1.50
0.35
3.86
4.67
21.63
26.16
60
2.00
0.25
13.48
16.29
35.11
42.45
80
2.50
0.18
35.36
42.74
70.47
85.19
120
3.00
0.13
11.13
13.45
81.60
98.64
170
3.50
0.09
0.24
0.29
81.84
98.93
200
3.75
0.07
0.01
0.01
81.85
98.94
230
4.00
0.06
0.01
0.01
81.86
98.95
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.86 2.49 2.38 2.09 1.38 0.03 -1.19
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.58 0.33 1.25 -1.47 4.16

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -15 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,078
905,841
North Carolina State
Plane -2.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.56
Organics ( %: Carbonates ( %):
Shell Hash ( %):
89.65
89.18
0.00
0.04
#230 - 0.55
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.48
0.54
0.48
0.54
3.5
-2.50
5.66
4.79
5.34
5.27
5.88
4
-2.25
4.76
1.34
1.49
6.61
7.37
5
-2.00
4.00
1.95
2.18
8.56
9.55
7
-1.50
2.83
5.40
6.02
13.96
15.57
10
-1.00
2.00
6.55
7.31
20.51
22.88
14
-0.50
1.41
8.11
9.05
28.62
31.93
18
0.00
1.00
7.02
7.83
35.64
39.76
25
0.50
0.71
6.14
6.85
41.78
46.61
35
1.00
0.50
5.34
5.96
47.12
52.57
45
1.50
0.35
7.37
8.22
54.49
60.79
60
2.00
0.25
12.79
14.27
67.28
75.06
80
2.50
0.18
17.82
19.88
85.10
94.94
120
3.00
0.13
3.95
4.41
89.05
99.35
170
3.50
0.09
0.07
0.08
89.12
99.43
200
3.75
0.07
0.01
0.01
89.13
99.44
230
4.00
0.06
0.01
0.01
89.14
99.45
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.51 2.22 2.00 0.78 -0.88 -1.47 -2.58
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.46 0.73 1.66 -0.42 1.94

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
SamSample Name:
p
D -15 #08 Trough
9
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,145
905,866
North Carolina State
Plane -5.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.22
Organics ( %: Carbonates ( %):
Shell Hash ( %):
81.47
80.58
0.01
0.05
#230 - 1.16
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.07
0.09
0.07
0.09
14
-0.50
1.41
0.13
0.16
0.20
0.25
18
0.00
1.00
0.05
0.06
0.25
0.31
25
0.50
0.71
0.19
0.23
0.44
0.54
35
1.00
0.50
0.38
0.47
0.82
1.01
45
1.50
0.35
1.44
1.77
2.26
2.78
60
2.00
0.25
6.81
8.36
9.07
11.14
80
2.50
0.18
31.10
38.17
40.17
49.31
120
3.00
0.13
34.92
42.86
75.09
92.17
170
3.50
0.09
5.11
6.27
80.20
98.44
200
3.75
0.07
0.28
0.34
80.48
98.78
230
4.00
0.06
0.05
0.06
80.53
98.84
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.23
2.90
2.80
2.51
2.18
2.06
1.63
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.45
0.18
0.48
-1.6
10.93

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck,
NC
Sample Name:
D -15 #09 Bar
Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,957,287
905,918
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.25
Organics ( %: Carbonates ( %):
Shell Hash ( %):
82.38
81.45
0.01
0.04
#230 - 1.18
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.17
0.21
0.17
0.21
7
-1.50
2.83
0.08
0.10
0.25
0.31
10
-1.00
2.00
0.48
0.58
0.73
0.89
14
-0.50
1.41
1.00
1.21
1.73
2.10
18
0.00
1.00
1.29
1.57
3.02
3.67
25
0.50
0.71
1.44
1.75
4.46
5.42
35
1.00
0.50
1.74
2.11
6.20
7.53
45
1.50
0.35
3.55
4.31
9.75
11.84
60
2.00
0.25
11.68
14.18
21.43
26.02
80
2.50
0.18
33.03
40.09
54.46
66.11
120
3.00
0.13
23.40
28.40
77.86
94.51
170
3.50
0.09
3.23
3.92
81.09
98.43
200
3.75
0.07
0.26
0.32
81.35
98.75
230
4.00
0.06
0.06
0.07
81.41
98.82
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.06
2.81
2.66
2.30
1.96
1.65
0.38
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.15
0.23
0.8
-2.04
8.55

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -15 #10 12.5
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,465
905,982
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SW
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.51
Organics ( %: Carbonates ( %):
Shell Hash ( %):
81.52
80.50
0.06
0.02
#230 - 1.35
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.19
0.23
0.19
0.23
5
-2.00
4.00
0.00
0.00
0.19
0.23
7
-1.50
2.83
0.96
1.18
1.15
1.41
10
-1.00
2.00
2.15
2.64
3.30
4.05
14
-0.50
1.41
2.79
3.42
6.09
7.47
18
0.00
1.00
2.11
2.59
8.20
10.06
25
0.50
0.71
0.94
1.15
9.14
11.21
35
1.00
0.50
0.36
0.44
9.50
11.65
45
1.50
0.35
0.50
0.61
10.00
12.26
60
2.00
0.25
2.95
3.62
12.95
15.88
80
2.50
0.18
23.15
28.40
36.10
44.28
120
3.00
0.13
37.54
46.05
73.64
90.33
170
3.50
0.09
6.09
7.47
79.73
97.80
200
3.75
0.07
0.56
0.69
80.29
98.49
230
4.00
0.06
0.13
0.16
80.42
98.65
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.31
2.93
2.83
2.56
2.16
2.00
-0.86
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.19
0.22
1.15
-2.12
6.62

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -15 #11 (- 15.0 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,024
906,185
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/1 Comments:
Dry
- 5Y -5/1
SP
Washed
- 5Y -6/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.72
Organics ( %: Carbonates (%):
Shell Hash ( %):
80.08
78.93
0.01
0.04
#230 - 1.50
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.02
0.02
0.03
0.03
14
-0.50
1.41
0.05
0.06
0.08
0.09
18
0.00
1.00
0.08
0.10
0.16
0.19
25
0.50
0.71
0.31
0.39
0.47
0.58
35
1.00
0.50
0.92
1.15
1.39
1.73
45
1.50
0.35
2.00
2.50
3.39
4.23
60
2.00
0.25
6.56
8.19
9.95
12.42
80
2.50
0.18
31.89
39.82
41.84
52.24
120
3.00
0.13
30.56
38.16
72.40
90.40
170
3.50
0.09
5.60
6.99
78.00
97.39
200
3.75
0.07
0.71
0.89
78.71
98.28
230
4.00
0.06
0.18
0.22
78.89
98.50
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.33
2.92
2.80
2.47
2.16
2.04
1.55
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.43
0.19
0.51
-1.16
7.49

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -15 #12 17.5
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,528
906,369
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/1 Comments:
Dry
- 5Y -5/1
SP
Washed
- 5Y -6/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.51
Organics ( %: Carbonates ( %):
Shell Hash ( %):
81.15
80.17
0.02
0.06
#230 - 1.30
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.25
0.31
0.25
0.31
10
-1.00
2.00
0.22
0.27
0.47
0.58
14
-0.50
1.41
0.26
0.32
0.73
0.90
18
0.00
1.00
0.08
0.10
0.81
1.00
25
0.50
0.71
0.11
0.14
0.92
1.14
35
1.00
0.50
0.15
0.18
1.07
1.32
45
1.50
0.35
0.48
0.59
1.55
1.91
60
2.00
0.25
3.24
3.99
4.79
5.90
80
2.50
0.18
32.18
39.65
36.97
45.55
120
3.00
0.13
36.39
44.84
73.36
90.39
170
3.50
0.09
5.92
7.30
79.28
97.69
200
3.75
0.07
0.65
0.80
79.93
98.49
230
4.00
0.06
0.17
0.21
80.10
98.70
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.32
2.93
2.83
2.55
2.24
2.13
1.89
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.5
0.18
0.54
-3.32
24.88

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -15 #13 20.0
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,508
906,363
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/1 Comments:
Dry
- 5Y -5/1
SP
Washed
- 5Y -6/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.97
Organics ( %: Carbonates (%):
Shell Hash ( %):
79.44
78.24
0.06
0.00
#230 - 1.58
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.06
0.08
0.06
0.08
10
-1.00
2.00
0.03
0.04
0.09
0.12
14
-0.50
1.41
0.03
0.04
0.12
0.16
18
0.00
1.00
0.01
0.01
0.13
0.17
25
0.50
0.71
0.06
0.08
0.19
0.25
35
1.00
0.50
0.08
0.10
0.27
0.35
45
1.50
0.35
0.12
0.15
0.39
0.50
60
2.00
0.25
0.73
0.92
1.12
1.42
80
2.50
0.18
20.83
26.22
21.95
27.64
120
3.00
0.13
43.33
54.54
65.28
82.18
170
3.50
0.09
11.23
14.14
76.51
96.32
200
3.75
0.07
1.36
1.71
77.87
98.03
230
4.00
0.06
0.31
0.39
78.18
98.42
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.45
3.06
2.93
2.70
2.45
2.28
2.07
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.69
0.15
0.41
-1.7
20.07

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -17 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,590
903,963
North Carolina State
Plane 16.9 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.63
Organics (%: Carbonates (%):
Shell Hash ( %):
85.88
84.75
0.02
0.23
#230 - 1.58
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.03
0.03
0.03
0.03
10
-1.00
2.00
0.38
0.44
0.41
0.47
14
-0.50
1.41
2.05
2.39
2.46
2.86
18
0.00
1.00
3.54
4.12
6.00
6.98
25
0.50
0.71
6.15
7.16
12.15
14.14
35
1.00
0.50
12.07
14.05
24.22
28.19
45
1.50
0.35
16.76
19.52
40.98
47.71
60
2.00
0.25
20.06
23.36
61.04
71.07
80
2.50
0.18
15.32
17.84
76.36
88.91
120
3.00
0.13
7.14
8.31
83.50
97.22
170
3.50
0.09
0.91
1.06
84.41
98.28
200
3.75
0.07
0.08
0.09
84.49
98.37
230
4.00
0.06
0.04
0.05
84.53
98.42
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.87 2.36 2.11 1.55 0.89 0.57 -0.24
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.43 0.37 0.88 -0.49 3

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -17 #02 TOD
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,606
903,963
North Carolina State
Plane 10.1 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.69
Organics (%: Carbonates (%):
Shell Hash ( %):
94.98
94.47
0.00
0.12
#230 - 0.68
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.05
0.05
0.05
0.05
10
-1.00
2.00
0.94
0.99
0.99
1.04
14
-0.50
1.41
4.05
4.26
5.04
5.30
18
0.00
1.00
6.29
6.62
11.33
11.92
25
0.50
0.71
6.51
6.85
17.84
18.77
35
1.00
0.50
8.77
9.23
26.61
28.00
45
1.50
0.35
17.61
18.54
44.22
46.54
60
2.00
0.25
28.57
30.08
72.79
76.62
80
2.50
0.18
18.37
19.34
91.16
95.96
120
3.00
0.13
2.88
3.03
94.04
98.99
170
3.50
0.09
0.26
0.27
94.30
99.26
200
3.75
0.07
0.05
0.05
94.35
99.31
230
4.00
0.06
0.01
0.01
94.36
99.32
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.48 2.19 1.97 1.56 0.84 0.30 -0.54
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.32 0.40 0.91 -0.83 3.08

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -17 #03 Mid Berm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,634
903,973
North Carolina State
Plane 7.5 NAVD
88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.41
Organics (%: Carbonates (%):
Shell Hash ( %):
100.16
99.87
0.00
0.12
#230 - 0.41
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.07
0.07
0.07
0.07
10
-1.00
2.00
0.88
0.88
0.95
0.95
14
-0.50
1.41
6.87
6.86
7.82
7.81
18
0.00
1.00
10.64
10.62
18.46
18.43
25
0.50
0.71
11.23
11.21
29.69
29.64
35
1.00
0.50
13.52
13.50
43.21
43.14
45
1.50
0.35
17.03
17.00
60.24
60.14
60
2.00
0.25
22.24
22.20
82.48
82.34
80
2.50
0.18
14.83
14.81
97.31
97.15
120
3.00
0.13
2.28
2.28
99.59
99.43
170
3.50
0.09
0.15
0.15
99.74
99.58
200
3.75
0.07
0.01
0.01
99.75
99.59
230
4.00
0.06
0.00
0.00
99.75
99.59
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.43
2.06
1.83
1.20
0.29
-0.11
-0.70
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.05
0.48
0.97
-0.37
2.19

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -17 #04 Berm Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,687
903,992
North Carolina State
Plane 5.2 NAVD 88
USCS:
Munsell: Wet - 2.5Y -7/2 Comments:
Dry - 2.5Y -8/1
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.36
Organics ( %: Carbonates ( %):
Shell Hash ( %):
96.94
96.66
0.00
0.08
#230 - 0.36
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.18
0.19
0.18
0.19
5
-2.00
4.00
0.00
0.00
0.18
0.19
7
-1.50
2.83
0.27
0.28
0.45
0.47
10
-1.00
2.00
0.39
0.40
0.84
0.87
14
-0.50
1.41
0.75
0.77
1.59
1.64
18
0.00
1.00
1.23
1.27
2.82
2.91
25
0.50
0.71
2.71
2.80
5.53
5.71
35
1.00
0.50
5.69
5.87
11.22
11.58
45
1.50
0.35
15.62
16.11
26.84
27.69
60
2.00
0.25
35.44
36.56
62.28
64.25
80
2.50
0.18
29.67
30.61
91.95
94.86
120
3.00
0.13
4.43
4.57
96.38
99.43
170
3.50
0.09
0.17
0.18
96.55
99.61
200
3.75
0.07
0.03
0.03
96.58
99.64
230
4.00
0.06
0.00
0.00
96.58
99.64
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.52 2.32 2.18 1.81 1.42 1.14 0.37
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.7 0.31 0.7 -1.71 8.14

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -17 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,713
903,999
North Carolina State
Plane 1.2 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.85
Organics (%: Carbonates ( %):
Shell Hash ( %):
88.56
87.90
0.00
0.08
#230 - 0.84
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.37
0.42
0.37
0.42
4
-2.25
4.76
0.00
0.00
0.37
0.42
5
-2.00
4.00
0.00
0.00
0.37
0.42
7
-1.50
2.83
0.55
0.62
0.92
1.04
10
-1.00
2.00
0.87
0.98
1.79
2.02
14
-0.50
1.41
2.36
2.66
4.15
4.68
18
0.00
1.00
3.13
3.53
7.28
8.21
25
0.50
0.71
3.98
4.49
11.26
12.70
35
1.00
0.50
6.91
7.80
18.17
20.50
45
1.50
0.35
13.23
14.94
31.40
35.44
60
2.00
0.25
25.95
29.30
57.35
64.74
80
2.50
0.18
25.85
29.19
83.20
93.93
120
3.00
0.13
4.48
5.06
87.68
98.99
170
3.50
0.09
0.13
0.15
87.81
99.14
200
3.75
0.07
0.01
0.01
87.82
99.15
230
4.00
0.06
0.01
0.01
87.83
99.16
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.61 2.33 2.18 1.75 1.15 0.71 -0.45
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.52 0.35 0.93 -1.49 5.64

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -17 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,726
904,004
North Carolina State
Plane -0.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.67
Organics (%: Carbonates ( %):
Shell Hash ( %):
90.47
89.89
0.00
0.02
#230 - 0.66
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
1.94
2.14
1.94
2.14
3.5
-2.50
5.66
11.09
12.26
13.03
14.40
4
-2.25
4.76
2.09
2.31
15.12
16.71
5
-2.00
4.00
3.60
3.98
18.72
20.69
7
-1.50
2.83
5.59
6.18
24.31
26.87
10
-1.00
2.00
6.94
7.67
31.25
34.54
14
-0.50
1.41
8.60
9.51
39.85
44.05
18
0.00
1.00
5.99
6.62
45.84
50.67
25
0.50
0.71
4.16
4.60
50.00
55.27
35
1.00
0.50
3.20
3.54
53.20
58.81
45
1.50
0.35
5.20
5.75
58.40
64.56
60
2.00
0.25
11.39
12.59
69.79
77.15
80
2.50
0.18
16.24
17.95
86.03
95.10
120
3.00
0.13
3.72
4.11
89.75
99.21
170
3.50
0.09
0.09
0.10
89.84
99.31
200
3.75
0.07
0.02
0.02
89.86
99.33
230
4.00
0.06
0.01
0.01
89.87
99.34
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.50 2.19 1.91 -0.05 -1.65 -2.33 -2.88
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.01 0.99 1.89 -0.13 1.58

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -17 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,738
904,007
North Carolina State
Plane -2.1 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.43
Organics ( %: Carbonates ( %):
Shell Hash ( %):
97.14
96.76
0.00
0.02
#230 - 0.42
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
2.50
2.57
2.50
2.57
5/16"
-3.00
8.00
12.86
13.24
15.36
15.81
3.5
-2.50
5.66
24.67
25.40
40.03
41.21
4
-2.25
4.76
5.83
6.00
45.86
47.21
5
-2.00
4.00
8.13
8.37
53.99
55.58
7
-1.50
2.83
12.64
13.01
66.63
68.59
10
-1.00
2.00
9.18
9.45
75.81
78.04
14
-0.50
1.41
5.37
5.53
81.18
83.57
18
0.00
1.00
2.47
2.54
83.65
86.11
25
0.50
0.71
1.16
1.19
84.81
87.30
35
1.00
0.50
0.91
0.94
85.72
88.24
45
1.50
0.35
1.12
1.15
86.84
89.39
60
2.00
0.25
2.41
2.48
89.25
91.87
80
2.50
0.18
5.31
5.47
94.56
97.34
120
3.00
0.13
2.11
2.17
96.67
99.51
170
3.50
0.09
0.05
0.05
96.72
99.56
200
3.75
0.07
0.01
0.01
96.73
99.57
230
4.00
0.06
0.01
0.01
96.74
99.58
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.29 -0.42 -1.16 -2.17 -2.82 -3.00 -3.41
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -1.69 3.23 1.64 1.36 4.02

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
SamSample Name:
p
D -17 #08 Trough
9
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,120
904,151
North Carolina State
Plane -5.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.32
Organics (%: Carbonates ( %):
Shell Hash ( %):
81.76
80.80
0.01
0.06
#230 - 1.25
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.06
0.07
0.06
0.07
10
-1.00
2.00
0.03
0.04
0.09
0.11
14
-0.50
1.41
0.09
0.11
0.18
0.22
18
0.00
1.00
0.21
0.26
0.39
0.48
25
0.50
0.71
0.58
0.71
0.97
1.19
35
1.00
0.50
1.50
1.83
2.47
3.02
45
1.50
0.35
4.57
5.59
7.04
8.61
60
2.00
0.25
13.97
17.09
21.01
25.70
80
2.50
0.18
34.73
42.48
55.74
68.18
120
3.00
0.13
22.28
27.25
78.02
95.43
170
3.50
0.09
2.46
3.01
80.48
98.44
200
3.75
0.07
0.20
0.24
80.68
98.68
230
4.00
0.06
0.06
0.07
80.74
98.75
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.99 2.79 2.63 2.29 1.98 1.72 1.18
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 2.22 0.21 0.56 -1.29 7.39

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck,
NC
Sample Name:
D -17 #09 Bar
Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,957,944
904,087
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.05
Organics ( %: Carbonates ( %):
Shell Hash ( %):
82.42
81.57
0.00
0.01
#230 - 1.04
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.03
0.04
0.03
0.04
18
0.00
1.00
0.09
0.11
0.12
0.15
25
0.50
0.71
0.39
0.47
0.51
0.62
35
1.00
0.50
2.20
2.67
2.71
3.29
45
1.50
0.35
6.61
8.02
9.32
11.31
60
2.00
0.25
17.85
21.66
27.17
32.97
80
2.50
0.18
36.39
44.15
63.56
77.12
120
3.00
0.13
16.72
20.29
80.28
97.41
170
3.50
0.09
1.18
1.43
81.46
98.84
200
3.75
0.07
0.09
0.11
81.55
98.95
230
4.00
0.06
0.01
0.01
81.56
98.96
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.94
2.67
2.48
2.19
1.82
1.61
1.11
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.12
0.23
0.53
-0.78
4.25

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -17 #10 12.5
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,268
904,206
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.54
Organics ( %: Carbonates ( %):
Shell Hash ( %):
81.01
80.02
0.03
0.14
#230 - 1.38
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.03
0.04
0.03
0.04
18
0.00
1.00
0.03
0.04
0.06
0.08
25
0.50
0.71
0.07
0.09
0.13
0.17
35
1.00
0.50
0.03
0.04
0.16
0.21
45
1.50
0.35
0.50
0.62
0.66
0.83
60
2.00
0.25
4.51
5.57
5.17
6.40
80
2.50
0.18
38.35
47.34
43.52
53.74
120
3.00
0.13
31.17
38.48
74.69
92.22
170
3.50
0.09
4.62
5.70
79.31
97.92
200
3.75
0.07
0.44
0.54
79.75
98.46
230
4.00
0.06
0.13
0.16
79.88
98.62
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.24
2.89
2.78
2.46
2.20
2.10
1.87
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.47
0.18
0.39
-0.38
6.91

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -17 #11 (- 15.0 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,787
904,393
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.53
Organics (%: Carbonates (%):
Shell Hash ( %):
82.76
81.74
0.02
0.02
#230 - 1.29
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.06
0.07
0.06
0.07
18
0.00
1.00
0.09
0.11
0.15
0.18
25
0.50
0.71
0.36
0.43
0.51
0.61
35
1.00
0.50
1.57
1.90
2.08
2.51
45
1.50
0.35
3.33
4.02
5.41
6.53
60
2.00
0.25
7.12
8.60
12.53
15.13
80
2.50
0.18
27.98
33.81
40.51
48.94
120
3.00
0.13
33.81
40.85
74.32
89.79
170
3.50
0.09
6.42
7.76
80.74
97.55
200
3.75
0.07
0.76
0.92
81.50
98.47
230
4.00
0.06
0.20
0.24
81.70
98.71
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.34
2.93
2.82
2.51
2.15
2.01
1.31
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.43
0.19
0.56
-1.11
5.62

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -17 #12 17.5
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,959,007
904,473
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.74
Organics (%: Carbonates ( %):
Shell Hash ( %):
78.47
77.37
0.03
0.03
#230 - 1.47
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.19
0.24
0.19
0.24
10
-1.00
2.00
0.32
0.41
0.51
0.65
14
-0.50
1.41
0.23
0.29
0.74
0.94
18
0.00
1.00
0.08
0.10
0.82
1.04
25
0.50
0.71
0.10
0.13
0.92
1.17
35
1.00
0.50
0.12
0.15
1.04
1.32
45
1.50
0.35
0.18
0.23
1.22
1.55
60
2.00
0.25
2.01
2.56
3.23
4.11
80
2.50
0.18
29.22
37.24
32.45
41.35
120
3.00
0.13
36.42
46.41
68.87
87.76
170
3.50
0.09
7.27
9.26
76.14
97.02
200
3.75
0.07
0.97
1.24
77.11
98.26
230
4.00
0.06
0.21
0.27
77.32
98.53
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.39
2.96
2.86
2.59
2.28
2.16
2.01
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.55
0.17
0.54
-3.37
25.4

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -17 #13 20.0
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,959,179
904,536
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -5/1 Comments:
Dry
- 5Y -6/1
SP
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.77
Organics ( %: Carbonates (%):
Shell Hash ( %):
80.19
79.08
0.07
0.01
#230 - 1.50
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.39
0.49
0.39
0.49
4
-2.25
4.76
0.01
0.01
0.40
0.50
5
-2.00
4.00
0.05
0.06
0.45
0.56
7
-1.50
2.83
0.22
0.27
0.67
0.83
10
-1.00
2.00
0.23
0.29
0.90
1.12
14
-0.50
1.41
0.04
0.05
0.94
1.17
18
0.00
1.00
0.02
0.02
0.96
1.19
25
0.50
0.71
0.09
0.11
1.05
1.30
35
1.00
0.50
0.08
0.10
1.13
1.40
45
1.50
0.35
0.07
0.09
1.20
1.49
60
2.00
0.25
0.99
1.23
2.19
2.72
80
2.50
0.18
22.07
27.52
24.26
30.24
120
3.00
0.13
44.05
54.93
68.31
85.17
170
3.50
0.09
9.35
11.66
77.66
96.83
200
3.75
0.07
1.12
1.40
78.78
98.23
230
4.00
0.06
0.22
0.27
79.00
98.50
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.42
2.99
2.91
2.68
2.40
2.24
2.04
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.61
0.16
0.63
-4.99
39.65

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -18 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,975
902,981
North Carolina State
Plane 16.4 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -6/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.67
Organics (%: Carbonates (%):
Shell Hash ( %):
155.52
154.53
0.03
0.01
#230 - 0.66
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.03
0.02
0.04
0.03
14
-0.50
1.41
0.18
0.12
0.22
0.15
18
0.00
1.00
1.43
0.92
1.65
1.07
25
0.50
0.71
6.78
4.36
8.43
5.43
35
1.00
0.50
15.04
9.67
23.47
15.10
45
1.50
0.35
26.46
17.01
49.93
32.11
60
2.00
0.25
48.39
31.11
98.32
63.22
80
2.50
0.18
43.34
27.87
141.66
91.09
120
3.00
0.13
11.98
7.70
153.64
98.79
170
3.50
0.09
0.74
0.48
154.38
99.27
200
3.75
0.07
0.09
0.06
154.47
99.33
230
4.00
0.06
0.02
0.01
154.49
99.34
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.75 2.37 2.21 1.79 1.29 1.03 0.45
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.71 0.31 0.67 -0.58 3.24

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -18 #02 TOD
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -04 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,957,988
902,985
North Carolina State
Plane 10.2 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.36
Organics (%: Carbonates (%):
Shell Hash ( %):
161.31
160.84
0.03
0.04
#230 - 0.35
3
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.74
0.46
0.74
0.46
4
-2.25
4.76
0.63
0.39
1.37
0.85
5
-2.00
4.00
2.24
1.39
3.61
2.24
7
-1.50
2.83
3.36
2.08
6.97
4.32
10
-1.00
2.00
8.58
5.32
15.55
9.64
14
-0.50
1.41
14.81
9.18
30.36
18.82
18
0.00
1.00
17.09
10.59
47.45
29.41
25
0.50
0.71
17.21
10.67
64.66
40.08
35
1.00
0.50
18.75
11.62
83.41
51.70
45
1.50
0.35
30.07
18.64
113.48
70.34
60
2.00
0.25
27.82
17.25
141.30
87.59
80
2.50
0.18
14.74
9.14
156.04
96.73
120
3.00
0.13
4.28
2.65
160.32
99.38
170
3.50
0.09
0.39
0.24
160.71
99.62
200
3.75
0.07
0.03
0.02
160.74
99.64
230
4.00
0.06
0.01
0.01
160.75
99.65
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.41 1.90 1.64 0.93 -0.21 -0.65 -1.44
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.69 0.62 1.2 -0.47 2.52

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -18 #03 Mid -Berm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -04 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,025
902,998
North Carolina State
Plane 7.7 NAVD
88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.22
Organics (%: Carbonates (%):
Shell Hash ( %):
138.60
138.40
0.00
0.07
#230 - 0.21
4
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.73
0.53
0.73
0.53
10
-1.00
2.00
9.30
6.71
10.03
7.24
14
-0.50
1.41
32.23
23.25
42.26
30.49
18
0.00
1.00
27.21
19.63
69.47
50.12
25
0.50
0.71
16.39
11.83
85.86
61.95
35
1.00
0.50
15.77
11.38
101.63
73.33
45
1.50
0.35
15.41
11.12
117.04
84.45
60
2.00
0.25
15.25
11.00
132.29
95.45
80
2.50
0.18
4.88
3.52
137.17
98.97
120
3.00
0.13
0.98
0.71
138.15
99.68
170
3.50
0.09
0.13
0.09
138.28
99.77
200
3.75
0.07
0.01
0.01
138.29
99.78
230
4.00
0.06
0.01
0.01
138.30
99.79
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.98
1.48
1.08
0.00
-0.62
-0.81
-1.17
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.23
0.85
1.02
0.43
2.15

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -18 #04 Berm Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,062
903,012
North Carolina State
Plane 5.7 NAVD
88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.64
Organics ( %: Carbonates ( %):
Shell Hash ( %):
147.30
146.38
0.00
0.01
#230 - 0.64
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.07
0.05
0.07
0.05
10
-1.00
2.00
0.20
0.14
0.27
0.19
14
-0.50
1.41
0.46
0.31
0.73
0.50
18
0.00
1.00
1.75
1.19
2.48
1.69
25
0.50
0.71
5.31
3.60
7.79
5.29
35
1.00
0.50
15.42
10.47
23.21
15.76
45
1.50
0.35
38.25
25.97
61.46
41.73
60
2.00
0.25
52.74
35.80
114.20
77.53
80
2.50
0.18
29.08
19.74
143.28
97.27
120
3.00
0.13
2.96
2.01
146.24
99.28
170
3.50
0.09
0.11
0.07
146.35
99.35
200
3.75
0.07
0.01
0.01
146.36
99.36
230
4.00
0.06
0.00
0.00
146.36
99.36
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.44 2.16 1.96 1.62 1.18 1.00 0.46
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.54 0.34 0.61 -0.8 4.43

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -18 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,086
903,020
North Carolina State
Plane 1.2 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.50
Organics (%: Carbonates ( %):
Shell Hash ( %):
168.48
167.62
0.00
0.00
#230 - 0.50
4
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
1.80
1.07
1.80
1.07
3.5
-2.50
5.66
2.07
1.23
3.87
2.30
4
-2.25
4.76
1.15
0.68
5.02
2.98
5
-2.00
4.00
3.32
1.97
8.34
4.95
7
-1.50
2.83
8.04
4.77
16.38
9.72
10
-1.00
2.00
13.41
7.96
29.79
17.68
14
-0.50
1.41
20.87
12.39
50.66
30.07
18
0.00
1.00
25.27
15.00
75.93
45.07
25
0.50
0.71
24.19
14.36
100.12
59.43
35
1.00
0.50
17.82
10.58
117.94
70.01
45
1.50
0.35
15.29
9.08
133.23
79.09
60
2.00
0.25
17.79
10.56
151.02
89.65
80
2.50
0.18
13.97
8.29
164.99
97.94
120
3.00
0.13
2.53
1.50
167.52
99.44
170
3.50
0.09
0.09
0.05
167.61
99.49
200
3.75
0.07
0.01
0.01
167.62
99.50
230
4.00
0.06
0.00
0.00
167.62
99.50
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.32 1.73 1.27 0.17 -0.70 -1.11 -1.99
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.2 0.87 1.31 -0.16 2.49

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -18 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,101
903,026
North Carolina State
Plane -0.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.59
Organics (%: Carbonates ( %):
Shell Hash ( %):
196.89
195.77
0.01
0.04
#230 - 0.59
4
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
6.26
3.18
6.26
3.18
3.5
-2.50
5.66
5.47
2.78
11.73
5.96
4
-2.25
4.76
3.38
1.72
15.11
7.68
5
-2.00
4.00
5.10
2.59
20.21
10.27
7
-1.50
2.83
9.58
4.87
29.79
15.14
10
-1.00
2.00
12.78
6.49
42.57
21.63
14
-0.50
1.41
17.43
8.85
60.00
30.48
18
0.00
1.00
20.31
10.32
80.31
40.80
25
0.50
0.71
27.03
13.73
107.34
54.53
35
1.00
0.50
27.24
13.84
134.58
68.37
45
1.50
0.35
23.37
11.87
157.95
80.24
60
2.00
0.25
21.36
10.85
179.31
91.09
80
2.50
0.18
14.05
7.14
193.36
98.23
120
3.00
0.13
2.27
1.15
195.63
99.38
170
3.50
0.09
0.06
0.03
195.69
99.41
200
3.75
0.07
0.00
0.00
195.69
99.41
230
4.00
0.06
0.00
0.00
195.69
99.41
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.27 1.67 1.28 0.34 -0.81 -1.43 -2.67
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.14 0.91 1.45 -0.49 2.54

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -18 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,119
903,031
North Carolina State
Plane -2.1 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.55
Organics ( %: Carbonates ( %):
Shell Hash ( %):
196.42
195.48
0.00
0.10
#230 - 0.55
4
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
3.63
1.85
3.63
1.85
5/16"
-3.00
8.00
0.70
0.36
4.33
2.21
3.5
-2.50
5.66
8.56
4.36
12.89
6.57
4
-2.25
4.76
4.45
2.27
17.34
8.84
5
-2.00
4.00
4.73
2.41
22.07
11.25
7
-1.50
2.83
12.33
6.28
34.40
17.53
10
-1.00
2.00
18.73
9.54
53.13
27.07
14
-0.50
1.41
23.21
11.82
76.34
38.89
18
0.00
1.00
22.96
11.69
99.30
50.58
25
0.50
0.71
21.62
11.01
120.92
61.59
35
1.00
0.50
18.76
9.55
139.68
71.14
45
1.50
0.35
13.79
7.02
153.47
78.16
60
2.00
0.25
17.20
8.76
170.67
86.92
80
2.50
0.18
18.60
9.47
189.27
96.39
120
3.00
0.13
5.77
2.94
195.04
99.33
170
3.50
0.09
0.22
0.11
195.26
99.44
200
3.75
0.07
0.02
0.01
195.28
99.45
230
4.00
0.06
0.00
0.00
195.28
99.45
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.43 1.83 1.27 -0.02 -1.11 -1.62 -2.68
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.01 1.01 1.56 -0.16 2.33

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
SamSample Name:
p
D -18 #08 Trough
9
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,183
903,049
North Carolina State
Plane -4.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.09
Organics (%: Carbonates ( %):
Shell Hash ( %):
115.46
114.25
0.01
0.01
#230 - 1.06
0
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.14
0.12
0.14
0.12
14
-0.50
1.41
0.16
0.14
0.30
0.26
18
0.00
1.00
0.43
0.37
0.73
0.63
25
0.50
0.71
0.51
0.44
1.24
1.07
35
1.00
0.50
0.83
0.72
2.07
1.79
45
1.50
0.35
3.52
3.05
5.59
4.84
60
2.00
0.25
16.46
14.26
22.05
19.10
80
2.50
0.18
50.18
43.46
72.23
62.56
120
3.00
0.13
38.83
33.63
111.06
96.19
170
3.50
0.09
2.96
2.56
114.02
98.75
200
3.75
0.07
0.18
0.16
114.20
98.91
230
4.00
0.06
0.03
0.03
114.23
98.94
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.98
2.82
2.68
2.36
2.07
1.89
1.51
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.31
0.20
0.51
-1.71
10.02

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck,
NC
Sample Name:
D -18 #09 Bar
Crest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,958,275
903,087
North Carolina State
Plane -4.5 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/2 Comments:
Dry - 5Y -6/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.87
Organics ( %: Carbonates ( %):
Shell Hash ( %):
170.09
168.71
0.01
0.03
#230 - 0.85
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.12
0.07
0.12
0.07
14
-0.50
1.41
0.32
0.19
0.44
0.26
18
0.00
1.00
0.62
0.36
1.06
0.62
25
0.50
0.71
1.29
0.76
2.35
1.38
35
1.00
0.50
2.97
1.75
5.32
3.13
45
1.50
0.35
7.05
4.14
12.37
7.27
60
2.00
0.25
25.60
15.05
37.97
22.32
80
2.50
0.18
65.04
38.24
103.01
60.56
120
3.00
0.13
57.66
33.90
160.67
94.46
170
3.50
0.09
7.64
4.49
168.31
98.95
200
3.75
0.07
0.30
0.18
168.61
99.13
230
4.00
0.06
0.04
0.02
168.65
99.15
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.06
2.85
2.71
2.36
2.04
1.79
1.23
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.29
0.20
0.58
-1.41
7.12

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -18 #10 12.5
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,446
903,137
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/2 Comments:
Dry
- 5Y -5/2
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.46
Organics ( %: Carbonates ( %):
Shell Hash ( %):
140.51
138.96
0.13
0.04
#230 - 1.24
0
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.38
0.27
0.38
0.27
4
-2.25
4.76
0.00
0.00
0.38
0.27
5
-2.00
4.00
0.00
0.00
0.38
0.27
7
-1.50
2.83
0.11
0.08
0.49
0.35
10
-1.00
2.00
0.40
0.28
0.89
0.63
14
-0.50
1.41
0.48
0.34
1.37
0.97
18
0.00
1.00
0.48
0.34
1.85
1.31
25
0.50
0.71
0.43
0.31
2.28
1.62
35
1.00
0.50
0.56
0.40
2.84
2.02
45
1.50
0.35
1.30
0.93
4.14
2.95
60
2.00
0.25
5.79
4.12
9.93
7.07
80
2.50
0.18
34.65
24.66
44.58
31.73
120
3.00
0.13
76.92
54.74
121.50
86.47
170
3.50
0.09
15.75
11.21
137.25
97.68
200
3.75
0.07
1.21
0.86
138.46
98.54
230
4.00
0.06
0.31
0.22
138.77
98.76
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.38
2.98
2.90
2.67
2.36
2.18
1.75
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.57
0.17
0.62
-3.78
26.73

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Sample Name:
D -18 #11 (- 15.0 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,958,511
903,172
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/2 Comments:
Dry
- 5Y -5/2
SP
Washed
- 5Y -6/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 2.13
Organics (%: Carbonates (%):
Shell Hash ( %):
186.41
183.22
0.25
0.05
#230 - 1.90
2
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.01
0.02
0.01
5
-2.00
4.00
0.38
0.20
0.40
0.21
7
-1.50
2.83
0.25
0.13
0.65
0.34
10
-1.00
2.00
0.60
0.32
1.25
0.66
14
-0.50
1.41
0.92
0.49
2.17
1.15
18
0.00
1.00
1.99
1.07
4.16
2.22
25
0.50
0.71
4.23
2.27
8.39
4.49
35
1.00
0.50
7.44
3.99
15.83
8.48
45
1.50
0.35
11.05
5.93
26.88
14.41
60
2.00
0.25
24.65
13.22
51.53
27.63
80
2.50
0.18
50.55
27.12
102.08
54.75
120
3.00
0.13
58.92
31.61
161.00
86.36
170
3.50
0.09
19.60
10.51
180.60
96.87
200
3.75
0.07
1.86
1.00
182.46
97.87
230
4.00
0.06
0.42
0.23
182.88
98.10
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.41
2.96
2.82
2.41
1.90
1.56
0.56
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.23
0.21
0.84
-1.5
6.47

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -18 #12 17.5
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,959,284
903,452
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/2 Comments:
Dry
- 5Y -5/2
SP
Washed
- 5Y -6/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.68
Organics (%: Carbonates ( %):
Shell Hash ( %):
150.14
148.20
0.15
0.03
#230 - 1.40
0
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.07
0.05
0.08
0.06
14
-0.50
1.41
0.01
0.01
0.09
0.07
18
0.00
1.00
0.01
0.01
0.10
0.08
25
0.50
0.71
0.04
0.03
0.14
0.11
35
1.00
0.50
0.24
0.16
0.38
0.27
45
1.50
0.35
0.65
0.43
1.03
0.70
60
2.00
0.25
2.45
1.63
3.48
2.33
80
2.50
0.18
37.80
25.18
41.28
27.51
120
3.00
0.13
92.24
61.44
133.52
88.95
170
3.50
0.09
12.62
8.41
146.14
97.36
200
3.75
0.07
1.44
0.96
147.58
98.32
230
4.00
0.06
0.42
0.28
148.00
98.60
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.36
2.96
2.89
2.68
2.45
2.27
2.05
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.65
0.16
0.36
-1.25
13.99

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Town of Duck, NC
Samle Name:
P
D -18 #13 20.0
(- )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
11 -05 -13
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: LC
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,959,430
903,509
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet
- 5Y -4/2 Comments:
Dry
- 5Y -5/2
SP
Washed
- 5Y -6/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 2.11
Organics ( %: Carbonates (%):
Shell Hash ( %):
126.39
124.66
0.30
0.04
#230 - 1.64
1
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
1.11
0.88
1.11
0.88
3.5
-2.50
5.66
0.00
0.00
1.11
0.88
4
-2.25
4.76
0.85
0.67
1.96
1.55
5
-2.00
4.00
0.15
0.12
2.11
1.67
7
-1.50
2.83
0.17
0.13
2.28
1.80
10
-1.00
2.00
0.05
0.04
2.33
1.84
14
-0.50
1.41
0.01
0.01
2.34
1.85
18
0.00
1.00
0.02
0.02
2.36
1.87
25
0.50
0.71
0.42
0.33
2.78
2.20
35
1.00
0.50
0.71
0.56
3.49
2.76
45
1.50
0.35
0.49
0.39
3.98
3.15
60
2.00
0.25
0.82
0.65
4.80
3.80
80
2.50
0.18
14.26
11.28
19.06
15.08
120
3.00
0.13
80.23
63.48
99.29
78.56
170
3.50
0.09
22.33
17.67
121.62
96.23
200
3.75
0.07
2.10
1.66
123.72
97.89
230
4.00
0.06
0.59
0.47
124.31
98.36
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.47
3.15
2.97
2.78
2.58
2.51
2.05
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.67
0.16
0.84
-5.1
33.4

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -18 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,344
871,969
North Carolina State
Plane 15.9 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.50
Organics ( %: Carbonates ( %):
Shell Hash ( %):
119.36
119.08
0.01
0.23
#230 - 0.50
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.05
0.04
0.05
0.04
4
-2.25
4.76
0.71
0.59
0.76
0.63
5
-2.00
4.00
0.48
0.40
1.24
1.03
7
-1.50
2.83
2.38
1.99
3.62
3.02
10
-1.00
2.00
2.56
2.14
6.18
5.16
14
-0.50
1.41
3.72
3.12
9.90
8.28
18
0.00
1.00
6.20
5.19
16.10
13.47
25
0.50
0.71
17.10
14.33
33.20
27.80
35
1.00
0.50
32.17
26.95
65.37
54.75
45
1.50
0.35
22.55
18.89
87.92
73.64
60
2.00
0.25
23.31
19.53
111.23
93.17
80
2.50
0.18
6.58
5.51
117.81
98.68
120
3.00
0.13
0.91
0.76
118.72
99.44
170
3.50
0.09
0.06
0.05
118.78
99.49
200
3.75
0.07
0.01
0.01
118.79
99.50
230
4.00
0.06
0.00
0.00
118.79
99.50
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.17 1.77 1.53 0.91 0.40 0.09 -1.04
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.84 0.56 0.93 -0.91 4.21

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,365
871,965
North Carolina State
Plane 10.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.10
Organics ( %: Carbonates ( %):
Shell Hash ( %):
110.07
110.01
0.00
0.04
#230 - 0.10
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
1.11
1.01
1.11
1.01
10
-1.00
2.00
5.25
4.77
6.36
5.78
14
-0.50
1.41
12.99
11.80
19.35
17.58
18
0.00
1.00
14.95
13.58
34.30
31.16
25
0.50
0.71
21.73
19.74
56.03
50.90
35
1.00
0.50
21.82
19.82
77.85
70.72
45
1.50
0.35
16.20
14.72
94.05
85.44
60
2.00
0.25
11.40
10.36
105.45
95.80
80
2.50
0.18
3.68
3.34
109.13
99.14
120
3.00
0.13
0.77
0.70
109.90
99.84
170
3.50
0.09
0.06
0.05
109.96
99.89
200
3.75
0.07
0.01
0.01
109.97
99.90
230
4.00
0.06
0.00
0.00
109.97
99.90
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.96
1.45
1.15
0.48
-0.23
-0.57
-1.08
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.46
0.73
0.93
-0.02
2.46

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,393
871,980
North Carolina State
Plane 9.1 NAVD
88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -7/3
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.28
Organics ( %: Carbonates ( %):
Shell Hash ( %):
107.88
107.64
0.00
0.06
#230 - 0.27
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.10
0.09
0.10
0.09
5
-2.00
4.00
0.49
0.45
0.59
0.54
7
-1.50
2.83
3.47
3.22
4.06
3.76
10
-1.00
2.00
5.43
5.03
9.49
8.79
14
-0.50
1.41
5.53
5.13
15.02
13.92
18
0.00
1.00
10.73
9.95
25.75
23.87
25
0.50
0.71
20.95
19.42
46.70
43.29
35
1.00
0.50
21.38
19.82
68.08
63.11
45
1.50
0.35
19.62
18.19
87.70
81.30
60
2.00
0.25
15.16
14.05
102.86
95.35
80
2.50
0.18
4.21
3.90
107.07
99.25
120
3.00
0.13
0.46
0.43
107.53
99.68
170
3.50
0.09
0.04
0.04
107.57
99.72
200
3.75
0.07
0.00
0.00
107.57
99.72
230
4.00
0.06
0.01
0.01
107.58
99.73
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.99
1.60
1.33
0.67
0.03
-0.40
-1.38
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.58
0.67
0.99
-0.51
2.88

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,420
871,994
North Carolina State
Plane 8.1 NAVD
88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -7/3
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.39
Organics ( %: Carbonates ( %):
Shell Hash ( %):
104.25
103.85
0.00
0.02
#230 - 0.39
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.42
0.40
0.42
0.40
7
-1.50
2.83
0.72
0.69
1.14
1.09
10
-1.00
2.00
1.96
1.88
3.10
2.97
14
-0.50
1.41
4.98
4.78
8.08
7.75
18
0.00
1.00
11.34
10.88
19.42
18.63
25
0.50
0.71
28.12
26.97
47.54
45.60
35
1.00
0.50
24.65
23.65
72.19
69.25
45
1.50
0.35
15.53
14.90
87.72
84.15
60
2.00
0.25
10.07
9.66
97.79
93.81
80
2.50
0.18
4.89
4.69
102.68
98.50
120
3.00
0.13
1.09
1.05
103.77
99.55
170
3.50
0.09
0.05
0.05
103.82
99.60
200
3.75
0.07
0.01
0.01
103.83
99.61
230
4.00
0.06
0.00
0.00
103.83
99.61
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.13
1.49
1.19
0.59
0.12
-0.12
-0.79
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.63
0.65
0.84
-0.06
3.34

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,465
872,018
North Carolina State
Plane 1.8 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.26
Organics ( %: Carbonates ( %):
Shell Hash ( %):
85.49
84.42
0.01
0.01
#230 - 1.26
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.07
0.08
0.08
0.09
14
-0.50
1.41
0.27
0.32
0.35
0.41
18
0.00
1.00
0.52
0.61
0.87
1.02
25
0.50
0.71
0.62
0.73
1.49
1.75
35
1.00
0.50
1.24
1.45
2.73
3.20
45
1.50
0.35
6.17
7.22
8.90
10.42
60
2.00
0.25
27.87
32.60
36.77
43.02
80
2.50
0.18
40.72
47.63
77.49
90.65
120
3.00
0.13
6.55
7.66
84.04
98.31
170
3.50
0.09
0.33
0.39
84.37
98.70
200
3.75
0.07
0.03
0.04
84.40
98.74
230
4.00
0.06
0.00
0.00
84.40
98.74
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.78 2.43 2.34 2.07 1.72 1.59 1.12
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.99 0.25 0.5 -1.71 9.56

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -18 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,461
872,010
North Carolina State
Plane -0.5 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.08
Organics ( %: Carbonates ( %):
Shell Hash ( %):
101.52
100.71
0.00
0.29
#230 - 1.08
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.70
0.69
0.70
0.69
4
-2.25
4.76
0.56
0.55
1.26
1.24
5
-2.00
4.00
1.57
1.55
2.83
2.79
7
-1.50
2.83
6.15
6.06
8.98
8.85
10
-1.00
2.00
9.70
9.55
18.68
18.40
14
-0.50
1.41
11.57
11.40
30.25
29.80
18
0.00
1.00
13.05
12.85
43.30
42.65
25
0.50
0.71
16.63
16.38
59.93
59.03
35
1.00
0.50
22.92
22.58
82.85
81.61
45
1.50
0.35
9.91
9.76
92.76
91.37
60
2.00
0.25
4.08
4.02
96.84
95.39
80
2.50
0.18
2.67
2.63
99.51
98.02
120
3.00
0.13
0.84
0.83
100.35
98.85
170
3.50
0.09
0.06
0.06
100.41
98.91
200
3.75
0.07
0.01
0.01
100.42
98.92
230
4.00
0.06
0.00
0.00
100.42
98.92
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.95
1.12
0.85
0.22
-0.71
-1.13
-1.82
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.08
0.95
1.09
-0.16
2.65

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -18 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,477
872,017
North Carolina State
Plane -2.1 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.83
Organics ( %: Carbonates ( %):
Shell Hash ( %):
101.78
101.01
0.00
0.07
#230 - 0.83
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.67
0.66
0.67
0.66
4
-2.25
4.76
1.04
1.02
1.71
1.68
5
-2.00
4.00
3.79
3.72
5.50
5.40
7
-1.50
2.83
8.72
8.57
14.22
13.97
10
-1.00
2.00
15.42
15.15
29.64
29.12
14
-0.50
1.41
17.47
17.16
47.11
46.28
18
0.00
1.00
19.17
18.83
66.28
65.11
25
0.50
0.71
19.07
18.74
85.35
83.85
35
1.00
0.50
12.09
11.88
97.44
95.73
45
1.50
0.35
1.96
1.93
99.40
97.66
60
2.00
0.25
1.44
1.41
100.84
99.07
80
2.50
0.18
0.08
0.08
100.92
99.15
120
3.00
0.13
0.01
0.01
100.93
99.16
170
3.50
0.09
0.01
0.01
100.94
99.17
200
3.75
0.07
0.00
0.00
100.94
99.17
230
4.00
0.06
0.00
0.00
100.94
99.17
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
0.97
0.51
0.26
-0.40
-1.14
-1.43
-2.03
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
-0.45
1.37
0.92
-0.07
2.52

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
SamSample Name:
P
KH 0 +00 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -18 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,500
872,022
North Carolina State
Plane -6.4 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.03
Organics ( %: Carbonates ( %):
Shell Hash ( %):
100.21
99.18
0.00
0.00
#230 - 1.03
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.21
0.21
0.21
0.21
10
-1.00
2.00
0.13
0.13
0.34
0.34
14
-0.50
1.41
0.34
0.34
0.68
0.68
18
0.00
1.00
0.58
0.58
1.26
1.26
25
0.50
0.71
1.67
1.67
2.93
2.93
35
1.00
0.50
7.39
7.37
10.32
10.30
45
1.50
0.35
19.98
19.94
30.30
30.24
60
2.00
0.25
29.85
29.79
60.15
60.03
80
2.50
0.18
31.20
31.13
91.35
91.16
120
3.00
0.13
7.56
7.54
98.91
98.70
170
3.50
0.09
0.24
0.24
99.15
98.94
200
3.75
0.07
0.03
0.03
99.18
98.97
230
4.00
0.06
0.00
0.00
99.18
98.97
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.75 2.38 2.24 1.83 1.37 1.14 0.64
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.76 0.30 0.64 -1.02 5.69

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,798
872,194
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.20
Organics ( %: Carbonates ( %):
Shell Hash ( %):
85.97
84.99
0.00
0.01
#230 - 1.14
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.02
0.02
0.02
18
0.00
1.00
0.11
0.13
0.13
0.15
25
0.50
0.71
0.18
0.21
0.31
0.36
35
1.00
0.50
0.37
0.43
0.68
0.79
45
1.50
0.35
1.14
1.33
1.82
2.12
60
2.00
0.25
6.98
8.12
8.80
10.24
80
2.50
0.18
41.21
47.94
50.01
58.18
120
3.00
0.13
31.64
36.80
81.65
94.98
170
3.50
0.09
3.10
3.61
84.75
98.59
200
3.75
0.07
0.18
0.21
84.93
98.80
230
4.00
0.06
0.05
0.06
84.98
98.86
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.00
2.85
2.73
2.41
2.15
2.06
1.68
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.41
0.19
0.42
-1.06
7.95

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #10 (-
12.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,971,992
872,287
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.31
Organics ( %: Carbonates ( %):
Shell Hash ( %):
82.02
81.01
0.00
0.02
#230 - 1.26
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.01
0.01
0.02
0.02
14
-0.50
1.41
0.07
0.09
0.09
0.11
18
0.00
1.00
0.23
0.28
0.32
0.39
25
0.50
0.71
0.51
0.62
0.83
1.01
35
1.00
0.50
1.06
1.29
1.89
2.30
45
1.50
0.35
3.75
4.57
5.64
6.87
60
2.00
0.25
13.26
16.17
18.90
23.04
80
2.50
0.18
28.60
34.87
47.50
57.91
120
3.00
0.13
29.92
36.48
77.42
94.39
170
3.50
0.09
3.34
4.07
80.76
98.46
200
3.75
0.07
0.19
0.23
80.95
98.69
230
4.00
0.06
0.04
0.05
80.99
98.74
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.07
2.86
2.73
2.39
2.03
1.78
1.30
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.31
0.20
0.55
-1.18
6.08

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #11 (-
15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: SMT
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,972,491
872,558
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.24
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.40
82.42
0.00
0.02
#230 - 1.20
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
18
0.00
1.00
0.05
0.06
0.06
0.07
25
0.50
0.71
0.27
0.32
0.33
0.39
35
1.00
0.50
1.37
1.64
1.70
2.03
45
1.50
0.35
5.00
6.00
6.70
8.03
60
2.00
0.25
12.16
14.58
18.86
22.61
80
2.50
0.18
28.12
33.72
46.98
56.33
120
3.00
0.13
31.49
37.76
78.47
94.09
170
3.50
0.09
3.59
4.30
82.06
98.39
200
3.75
0.07
0.31
0.37
82.37
98.76
230
4.00
0.06
0.03
0.04
82.40
98.80
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.11
2.87
2.75
2.41
2.04
1.77
1.25
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.32
0.20
0.54
-0.85
4.07

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #12 (-
17.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,972,592
872,613
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.47
Organics ( %): Carbonates ( %):
Shell Hash ( %):
90.42
89.25
0.01
0.04
#230 - 1.36
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
18
0.00
1.00
0.05
0.06
0.06
0.07
25
0.50
0.71
0.26
0.29
0.32
0.36
35
1.00
0.50
0.75
0.83
1.07
1.19
45
1.50
0.35
1.46
1.61
2.53
2.80
60
2.00
0.25
5.70
6.30
8.23
9.10
80
2.50
0.18
34.15
37.77
42.38
46.87
120
3.00
0.13
41.28
45.65
83.66
92.52
170
3.50
0.09
5.03
5.56
88.69
98.08
200
3.75
0.07
0.41
0.45
89.10
98.53
230
4.00
0.06
0.10
0.11
89.20
98.64
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.22
2.91
2.81
2.53
2.21
2.09
1.67
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.48
0.18
0.45
-1.18
7.06

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 0 +00 #13 (-
20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,972,712
872,676
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -3/2 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.79
Organics ( %: Carbonates ( %):
Shell Hash ( %):
91.01
89.57
0.02
0.03
#230 - 1.65
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.03
0.03
0.03
0.03
10
-1.00
2.00
0.22
0.24
0.25
0.27
14
-0.50
1.41
0.21
0.23
0.46
0.50
18
0.00
1.00
0.16
0.18
0.62
0.68
25
0.50
0.71
0.14
0.15
0.76
0.83
35
1.00
0.50
0.30
0.33
1.06
1.16
45
1.50
0.35
0.43
0.47
1.49
1.63
60
2.00
0.25
3.38
3.71
4.87
5.34
80
2.50
0.18
39.54
43.45
44.41
48.79
120
3.00
0.13
38.49
42.29
82.90
91.08
170
3.50
0.09
6.00
6.59
88.90
97.67
200
3.75
0.07
0.49
0.54
89.39
98.21
230
4.00
0.06
0.13
0.14
89.52
98.35
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.30
2.92
2.81
2.51
2.23
2.12
1.95
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.49
0.18
0.48
-2.64
20.85

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #01
Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -18 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,973,628
867,473
North Carolina State
Plane 13.3 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.37
Organics ( %: Carbonates ( %):
Shell Hash ( %):
118.62
118.33
0.00
0.11
#230 - 0.36
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.16
0.13
0.16
0.13
4
-2.25
4.76
0.23
0.19
0.39
0.32
5
-2.00
4.00
1.14
0.96
1.53
1.28
7
-1.50
2.83
5.03
4.24
6.56
5.52
10
-1.00
2.00
11.01
9.28
17.57
14.80
14
-0.50
1.41
17.85
15.05
35.42
29.85
18
0.00
1.00
18.94
15.97
54.36
45.82
25
0.50
0.71
19.54
16.47
73.90
62.29
35
1.00
0.50
18.06
15.23
91.96
77.52
45
1.50
0.35
7.91
6.67
99.87
84.19
60
2.00
0.25
13.24
11.16
113.11
95.35
80
2.50
0.18
3.99
3.36
117.10
98.71
120
3.00
0.13
0.88
0.74
117.98
99.45
170
3.50
0.09
0.18
0.15
118.16
99.60
200
3.75
0.07
0.03
0.03
118.19
99.63
230
4.00
0.06
0.01
0.01
118.20
99.64
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.98
1.49
0.92
0.13
-0.66
-0.96
-1.56
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.17
0.89
1.1
0.14
2.42

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,973,681
867,502
North Carolina State
Plane 8.7 NAVD
88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/3
SW
Washed - 2.5Y -7/3
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.30
Organics ( %: Carbonates ( %):
Shell Hash ( %):
103.62
103.35
0.00
0.05
#230 - 0.30
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.25
0.24
0.25
0.24
4
-2.25
4.76
0.18
0.17
0.43
0.41
5
-2.00
4.00
0.60
0.58
1.03
0.99
7
-1.50
2.83
1.47
1.42
2.50
2.41
10
-1.00
2.00
4.49
4.33
6.99
6.74
14
-0.50
1.41
9.56
9.23
16.55
15.97
18
0.00
1.00
17.17
16.57
33.72
32.54
25
0.50
0.71
27.79
26.82
61.51
59.36
35
1.00
0.50
21.67
20.91
83.18
80.27
45
1.50
0.35
12.96
12.51
96.14
92.78
60
2.00
0.25
4.98
4.81
101.12
97.59
80
2.50
0.18
1.50
1.45
102.62
99.04
120
3.00
0.13
0.60
0.58
103.22
99.62
170
3.50
0.09
0.07
0.07
103.29
99.69
200
3.75
0.07
0.01
0.01
103.30
99.70
230
4.00
0.06
0.00
0.00
103.30
99.70
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.73
1.15
0.87
0.33
-0.23
-0.50
-1.20
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.3
0.81
0.86
-0.2
3.53

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,973,694
867,508
North Carolina State
Plane 7.3 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.15
Organics ( %: Carbonates ( %):
Shell Hash ( %):
108.86
108.78
0.01
0.06
#230 - 0.15
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.35
0.32
0.35
0.32
5
-2.00
4.00
0.26
0.24
0.61
0.56
7
-1.50
2.83
0.69
0.63
1.30
1.19
10
-1.00
2.00
2.01
1.85
3.31
3.04
14
-0.50
1.41
6.62
6.08
9.93
9.12
18
0.00
1.00
7.04
6.47
16.97
15.59
25
0.50
0.71
8.45
7.76
25.42
23.35
35
1.00
0.50
16.65
15.29
42.07
38.64
45
1.50
0.35
21.86
20.08
63.93
58.72
60
2.00
0.25
23.01
21.14
86.94
79.86
80
2.50
0.18
18.17
16.69
105.11
96.55
120
3.00
0.13
3.36
3.09
108.47
99.64
170
3.50
0.09
0.20
0.18
108.67
99.82
200
3.75
0.07
0.03
0.03
108.70
99.85
230
4.00
0.06
0.00
0.00
108.70
99.85
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.45 2.12 1.89 1.28 0.55 0.03 -0.84
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.12 0.46 1.01 -0.74 3.16

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: SMT
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,973,699
867,511
North Carolina State
Plane 7.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.46
Organics ( %: Carbonates ( %):
Shell Hash ( %):
99.90
99.51
0.00
0.06
#230 - 0.46
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.02
0.02
0.02
0.02
10
-1.00
2.00
0.00
0.00
0.02
0.02
14
-0.50
1.41
0.02
0.02
0.04
0.04
18
0.00
1.00
0.01
0.01
0.05
0.05
25
0.50
0.71
0.17
0.17
0.22
0.22
35
1.00
0.50
0.85
0.85
1.07
1.07
45
1.50
0.35
7.71
7.72
8.78
8.79
60
2.00
0.25
33.14
33.17
41.92
41.96
80
2.50
0.18
42.32
42.36
84.24
84.32
120
3.00
0.13
14.67
14.68
98.91
99.00
170
3.50
0.09
0.51
0.51
99.42
99.51
200
3.75
0.07
0.03
0.03
99.45
99.54
230
4.00
0.06
0.00
0.00
99.45
99.54
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.86 2.50 2.39 2.09 1.74 1.61 1.25
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 2.07 0.24 0.45 -0.45 4.54

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,973,749
867,538
North Carolina State
Plane 1.1 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.23
Organics ( %: Carbonates ( %):
Shell Hash ( %):
86.86
85.83
0.00
0.03
#230 - 1.23
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.17
0.20
0.17
0.20
7
-1.50
2.83
0.48
0.55
0.65
0.75
10
-1.00
2.00
1.34
1.54
1.99
2.29
14
-0.50
1.41
1.93
2.22
3.92
4.51
18
0.00
1.00
2.60
2.99
6.52
7.50
25
0.50
0.71
2.42
2.79
8.94
10.29
35
1.00
0.50
3.33
3.83
12.27
14.12
45
1.50
0.35
6.91
7.96
19.18
22.08
60
2.00
0.25
22.90
26.36
42.08
48.44
80
2.50
0.18
34.26
39.44
76.34
87.88
120
3.00
0.13
8.77
10.10
85.11
97.98
170
3.50
0.09
0.56
0.64
85.67
98.62
200
3.75
0.07
0.13
0.15
85.80
98.77
230
4.00
0.06
0.00
0.00
85.80
98.77
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.85 2.45 2.34 2.02 1.56 1.12 -0.42
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.75 0.30 0.92 -1.72 6.01

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,973,763
867,545
North Carolina State
Plane -0.6 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.03
Organics ( %: Carbonates ( %):
Shell Hash ( %):
87.49
86.61
0.00
0.02
#230 - 1.03
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.15
0.17
0.15
0.17
5
-2.00
4.00
0.00
0.00
0.15
0.17
7
-1.50
2.83
0.36
0.41
0.51
0.58
10
-1.00
2.00
1.17
1.34
1.68
1.92
14
-0.50
1.41
2.37
2.71
4.05
4.63
18
0.00
1.00
3.77
4.31
7.82
8.94
25
0.50
0.71
5.14
5.87
12.96
14.81
35
1.00
0.50
8.36
9.56
21.32
24.37
45
1.50
0.35
11.25
12.86
32.57
37.23
60
2.00
0.25
23.31
26.64
55.88
63.87
80
2.50
0.18
25.27
28.88
81.15
92.75
120
3.00
0.13
5.11
5.84
86.26
98.59
170
3.50
0.09
0.29
0.33
86.55
98.92
200
3.75
0.07
0.04
0.05
86.59
98.97
230
4.00
0.06
0.00
0.00
86.59
98.97
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.69 2.35 2.19 1.74 1.02 0.56 -0.46
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.49 0.36 0.94 -1.13 4.04

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -18 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,973,767
867,536
North Carolina State
Plane -2.1 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.59
Organics ( %: Carbonates ( %):
Shell Hash ( %):
108.87
108.30
0.00
0.07
#230 - 0.59
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
1.59
1.46
1.59
1.46
3.5
-2.50
5.66
21.21
19.48
22.80
20.94
4
-2.25
4.76
7.54
6.93
30.34
27.87
5
-2.00
4.00
12.76
11.72
43.10
39.59
7
-1.50
2.83
14.72
13.52
57.82
53.11
10
-1.00
2.00
9.61
8.83
67.43
61.94
14
-0.50
1.41
7.96
7.31
75.39
69.25
18
0.00
1.00
8.18
7.51
83.57
76.76
25
0.50
0.71
8.51
7.82
92.08
84.58
35
1.00
0.50
9.42
8.65
101.50
93.23
45
1.50
0.35
4.07
3.74
105.57
96.97
60
2.00
0.25
1.81
1.66
107.38
98.63
80
2.50
0.18
0.67
0.62
108.05
99.25
120
3.00
0.13
0.16
0.15
108.21
99.40
170
3.50
0.09
0.01
0.01
108.22
99.41
200
3.75
0.07
0.00
0.00
108.22
99.41
230
4.00
0.06
0.00
0.00
108.22
99.41
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.24
0.46
-0.12
-1.62
-2.35
-2.63
-2.91
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
-1.25
2.38
1.35
0.6
2.25

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
SamSample Name:
P
KH 50 +00 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,973,795
867,549
North Carolina State
Plane -5.9 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.66
Organics ( %: Carbonates ( %):
Shell Hash ( %):
107.88
107.19
0.00
0.03
#230 - 0.66
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.90
0.83
0.90
0.83
3.5
-2.50
5.66
11.13
10.32
12.03
11.15
4
-2.25
4.76
6.07
5.63
18.10
16.78
5
-2.00
4.00
9.36
8.68
27.46
25.46
7
-1.50
2.83
14.01
12.99
41.47
38.45
10
-1.00
2.00
7.93
7.35
49.40
45.80
14
-0.50
1.41
6.17
5.72
55.57
51.52
18
0.00
1.00
6.81
6.31
62.38
57.83
25
0.50
0.71
10.76
9.97
73.14
67.80
35
1.00
0.50
14.24
13.20
87.38
81.00
45
1.50
0.35
7.30
6.77
94.68
87.77
60
2.00
0.25
9.73
9.02
104.41
96.79
80
2.50
0.18
2.13
1.97
106.54
98.76
120
3.00
0.13
0.59
0.55
107.13
99.31
170
3.50
0.09
0.03
0.03
107.16
99.34
200
3.75
0.07
0.00
0.00
107.16
99.34
230
4.00
0.06
0.00
0.00
107.16
99.34
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.90
1.22
0.77
-0.63
-2.01
-2.28
-2.80
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
-0.58
1.49
1.55
0.14
1.72

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,973,986
867,661
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.22
Organics ( %: Carbonates ( %):
Shell Hash ( %):
92.45
91.41
0.01
0.02
#230 - 1.17
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-2.50
5.66
0.96
1.04
0.96
1.04
4
-2.25
4.76
0.00
0.00
0.96
1.04
5
-2.00
4.00
0.00
0.00
0.96
1.04
7
-1.50
2.83
0.20
0.22
1.16
1.26
10
-1.00
2.00
0.06
0.06
1.22
1.32
14
-0.50
1.41
0.15
0.16
1.37
1.48
18
0.00
1.00
0.19
0.21
1.56
1.69
25
0.50
0.71
0.42
0.45
1.98
2.14
35
1.00
0.50
1.24
1.34
3.22
3.48
45
1.50
0.35
2.51
2.71
5.73
6.19
60
2.00
0.25
12.88
13.93
18.61
20.12
80
2.50
0.18
41.82
45.24
60.43
65.36
120
3.00
0.13
27.44
29.68
87.87
95.04
170
3.50
0.09
3.31
3.58
91.18
98.62
200
3.75
0.07
0.15
0.16
91.33
98.78
230
4.00
0.06
0.05
0.05
91.38
98.83
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.00
2.81
2.66
2.33
2.05
1.85
1.28
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.24
0.21
0.75
-3.78
24.19

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #10 (- 12.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,103
867,725
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.36
Organics ( %: Carbonates ( %):
Shell Hash ( %):
86.93
85.83
0.00
0.05
#230 - 1.31
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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 1/2"
-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
0.01
0.01
0.01
0.01
14
-0.50
1.41
0.02
0.02
0.03
0.03
18
0.00
1.00
0.03
0.03
0.06
0.06
25
0.50
0.71
0.13
0.15
0.19
0.21
35
1.00
0.50
0.45
0.52
0.64
0.73
45
1.50
0.35
2.48
2.85
3.12
3.58
60
2.00
0.25
12.40
14.26
15.52
17.84
80
2.50
0.18
43.95
50.56
59.47
68.40
120
3.00
0.13
24.32
27.98
83.79
96.38
170
3.50
0.09
1.83
2.11
85.62
98.49
200
3.75
0.07
0.13
0.15
85.75
98.64
230
4.00
0.06
0.04
0.05
85.79
98.69
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.98 2.78 2.62 2.32 2.07 1.94 1.55
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 2.3 0.20 0.43 -0.76 5.9

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #11 (- 15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,740
868,071
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.44
Organics ( %: Carbonates ( %):
Shell Hash ( %):
81.09
80.05
0.00
0.00
#230 - 1.29
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.02
0.02
0.02
18
0.00
1.00
0.06
0.07
0.08
0.09
25
0.50
0.71
0.21
0.26
0.29
0.35
35
1.00
0.50
0.80
0.99
1.09
1.34
45
1.50
0.35
1.51
1.86
2.60
3.20
60
2.00
0.25
5.70
7.03
8.30
10.23
80
2.50
0.18
38.85
47.91
47.15
58.14
120
3.00
0.13
29.56
36.45
76.71
94.59
170
3.50
0.09
2.90
3.58
79.61
98.17
200
3.75
0.07
0.32
0.39
79.93
98.56
230
4.00
0.06
0.12
0.15
80.05
98.71
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.06
2.85
2.73
2.42
2.15
2.06
1.63
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.4
0.19
0.44
-1.09
7.43

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #12 (- 17.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,892
868,141
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.60
Organics ( %: Carbonates ( %):
Shell Hash ( %):
81.26
80.14
0.01
0.00
#230 - 1.39
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-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
0.07
0.09
0.07
0.09
10
-1.00
2.00
0.18
0.22
0.25
0.31
14
-0.50
1.41
0.30
0.37
0.55
0.68
18
0.00
1.00
0.45
0.55
1.00
1.23
25
0.50
0.71
0.61
0.75
1.61
1.98
35
1.00
0.50
0.74
0.91
2.35
2.89
45
1.50
0.35
1.02
1.26
3.37
4.15
60
2.00
0.25
3.97
4.89
7.34
9.04
80
2.50
0.18
23.08
28.40
30.42
37.44
120
3.00
0.13
41.60
51.19
72.02
88.63
170
3.50
0.09
7.25
8.92
79.27
97.55
200
3.75
0.07
0.69
0.85
79.96
98.40
230
4.00
0.06
0.17
0.21
80.13
98.61
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.36
2.95
2.87
2.62
2.28
2.12
1.59
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.51
0.18
0.6
-2.62
14.48

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 50 +00 #13 (- 20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,975,068
868,234
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -3/1 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 2.17
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.64
82.24
0.04
0.00
#230 - 1.72
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-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
0.17
0.20
0.17
0.20
7
-1.50
2.83
0.13
0.16
0.30
0.36
10
-1.00
2.00
0.09
0.11
0.39
0.47
14
-0.50
1.41
0.05
0.06
0.44
0.53
18
0.00
1.00
0.03
0.04
0.47
0.57
25
0.50
0.71
0.08
0.10
0.55
0.67
35
1.00
0.50
0.14
0.17
0.69
0.84
45
1.50
0.35
0.21
0.25
0.90
1.09
60
2.00
0.25
1.15
1.37
2.05
2.46
80
2.50
0.18
25.03
29.93
27.08
32.39
120
3.00
0.13
45.36
54.23
72.44
86.62
170
3.50
0.09
8.50
10.16
80.94
96.78
200
3.75
0.07
0.88
1.05
81.82
97.83
230
4.00
0.06
0.38
0.45
82.20
98.28
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.41
2.98
2.89
2.66
2.38
2.23
2.04
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.62
0.16
0.49
-3.86
36.09

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #01
Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -18 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,797
865,285
North Carolina State
Plane 16.2 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.47
Organics ( %: Carbonates ( %):
Shell Hash ( %):
112.51
112.09
0.00
0.11
#230 - 0.47
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.28
0.25
0.28
0.25
18
0.00
1.00
2.80
2.49
3.08
2.74
25
0.50
0.71
9.01
8.01
12.09
10.75
35
1.00
0.50
19.92
17.71
32.01
28.46
45
1.50
0.35
27.10
24.09
59.11
52.55
60
2.00
0.25
34.78
30.91
93.89
83.46
80
2.50
0.18
16.54
14.70
110.43
98.16
120
3.00
0.13
1.42
1.26
111.85
99.42
170
3.50
0.09
0.10
0.09
111.95
99.51
200
3.75
0.07
0.02
0.02
111.97
99.53
230
4.00
0.06
0.00
0.00
111.97
99.53
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.39 2.02 1.86 1.45 0.90 0.65 0.14
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.36 0.39 0.66 -0.4 2.77

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -18 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,801
865,289
North Carolina State
Plane 12.5 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.60
Organics ( %: Carbonates ( %):
Shell Hash ( %):
113.62
113.21
0.00
0.24
#230 - 0.60
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.06
0.05
0.06
0.05
7
-1.50
2.83
0.20
0.18
0.26
0.23
10
-1.00
2.00
2.89
2.54
3.15
2.77
14
-0.50
1.41
27.93
24.58
31.08
27.35
18
0.00
1.00
34.52
30.38
65.60
57.73
25
0.50
0.71
19.63
17.28
85.23
75.01
35
1.00
0.50
11.60
10.21
96.83
85.22
45
1.50
0.35
5.10
4.49
101.93
89.71
60
2.00
0.25
8.00
7.04
109.93
96.75
80
2.50
0.18
2.58
2.27
112.51
99.02
120
3.00
0.13
0.35
0.31
112.86
99.33
170
3.50
0.09
0.07
0.06
112.93
99.39
200
3.75
0.07
0.01
0.01
112.94
99.40
230
4.00
0.06
0.00
0.00
112.94
99.40
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.88
0.94
0.50
-0.13
-0.55
-0.73
-0.95
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.07
0.95
0.84
0.93
3.35

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,816
865,296
North Carolina State
Plane 6.0 NAVD
88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.37
Organics ( %: Carbonates ( %):
Shell Hash ( %):
116.01
115.65
0.00
0.05
#230 - 0.37
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.12
0.10
0.12
0.10
5
-2.00
4.00
0.16
0.14
0.28
0.24
7
-1.50
2.83
1.16
1.00
1.44
1.24
10
-1.00
2.00
3.25
2.80
4.69
4.04
14
-0.50
1.41
15.33
13.21
20.02
17.25
18
0.00
1.00
29.54
25.46
49.56
42.71
25
0.50
0.71
27.38
23.60
76.94
66.31
35
1.00
0.50
19.37
16.70
96.31
83.01
45
1.50
0.35
3.43
2.96
99.74
85.97
60
2.00
0.25
12.94
11.15
112.68
97.12
80
2.50
0.18
2.44
2.10
115.12
99.22
120
3.00
0.13
0.37
0.32
115.49
99.54
170
3.50
0.09
0.09
0.08
115.58
99.62
200
3.75
0.07
0.01
0.01
115.59
99.63
230
4.00
0.06
0.00
0.00
115.59
99.63
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.90
1.17
0.76
0.15
-0.35
-0.55
-0.96
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.26
0.84
0.87
0.43
2.99

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,829
865,302
North Carolina State
Plane 3.9 NAVD
88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.69
Organics ( %: Carbonates ( %):
Shell Hash ( %):
114.43
113.83
0.00
0.17
#230 - 0.68
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.31
0.27
0.31
0.27
10
-1.00
2.00
0.72
0.63
1.03
0.90
14
-0.50
1.41
3.92
3.43
4.95
4.33
18
0.00
1.00
14.85
12.98
19.80
17.31
25
0.50
0.71
29.61
25.88
49.41
43.19
35
1.00
0.50
31.51
27.54
80.92
70.73
45
1.50
0.35
17.20
15.03
98.12
85.76
60
2.00
0.25
11.44
10.00
109.56
95.76
80
2.50
0.18
3.52
3.08
113.08
98.84
120
3.00
0.13
0.47
0.41
113.55
99.25
170
3.50
0.09
0.06
0.05
113.61
99.30
200
3.75
0.07
0.01
0.01
113.62
99.31
230
4.00
0.06
0.01
0.01
113.63
99.32
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.96
1.44
1.14
0.62
0.15
-0.05
-0.47
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.65
0.64
0.73
0.15
3.1

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,892
865,337
North Carolina State
Plane 1.2 NAVD
88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.71
Organics ( %: Carbonates ( %):
Shell Hash ( %):
106.67
106.01
0.00
0.07
#230 - 0.70
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.55
0.52
0.55
0.52
4
-2.25
4.76
0.17
0.16
0.72
0.68
5
-2.00
4.00
1.57
1.47
2.29
2.15
7
-1.50
2.83
8.25
7.73
10.54
9.88
10
-1.00
2.00
10.51
9.85
21.05
19.73
14
-0.50
1.41
11.18
10.48
32.23
30.21
18
0.00
1.00
11.30
10.59
43.53
40.80
25
0.50
0.71
10.90
10.22
54.43
51.02
35
1.00
0.50
12.44
11.66
66.87
62.68
45
1.50
0.35
5.61
5.26
72.48
67.94
60
2.00
0.25
22.80
21.37
95.28
89.31
80
2.50
0.18
9.58
8.98
104.86
98.29
120
3.00
0.13
1.00
0.94
105.86
99.23
170
3.50
0.09
0.06
0.06
105.92
99.29
200
3.75
0.07
0.00
0.00
105.92
99.29
230
4.00
0.06
0.01
0.01
105.93
99.30
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.32 1.88 1.67 0.45 -0.75 -1.19 -1.82
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.37 0.77 1.34 -0.18 1.85

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,907
865,346
North Carolina State
Plane 0.7 NAVD
88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -5/1
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.71
Organics ( %: Carbonates ( %):
Shell Hash ( %):
105.77
105.07
0.00
0.07
#230 - 0.71
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
1.17
1.11
1.17
1.11
3.5
-2.50
5.66
2.29
2.17
3.46
3.28
4
-2.25
4.76
1.46
1.38
4.92
4.66
5
-2.00
4.00
4.01
3.79
8.93
8.45
7
-1.50
2.83
13.77
13.02
22.70
21.47
10
-1.00
2.00
18.35
17.35
41.05
38.82
14
-0.50
1.41
13.12
12.40
54.17
51.22
18
0.00
1.00
9.04
8.55
63.21
59.77
25
0.50
0.71
8.95
8.46
72.16
68.23
35
1.00
0.50
9.93
9.39
82.09
77.62
45
1.50
0.35
7.35
6.95
89.44
84.57
60
2.00
0.25
9.06
8.57
98.50
93.14
80
2.50
0.18
5.86
5.54
104.36
98.68
120
3.00
0.13
0.60
0.57
104.96
99.25
170
3.50
0.09
0.03
0.03
104.99
99.28
200
3.75
0.07
0.01
0.01
105.00
99.29
230
4.00
0.06
0.00
0.00
105.00
99.29
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.17 1.46 0.86 -0.55 -1.40 -1.71 -2.23
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.3 1.23 1.4 0.26 2.09

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,923
865,354
North Carolina State
Plane -1.5 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.54
Organics ( %: Carbonates ( %):
Shell Hash ( %):
107.52
106.93
0.00
0.00
#230 - 0.54
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
2.04
1.90
2.04
1.90
3.5
-2.50
5.66
10.09
9.38
12.13
11.28
4
-2.25
4.76
9.62
8.95
21.75
20.23
5
-2.00
4.00
16.73
15.56
38.48
35.79
7
-1.50
2.83
23.95
22.27
62.43
58.06
10
-1.00
2.00
12.50
11.63
74.93
69.69
14
-0.50
1.41
4.07
3.79
79.00
73.48
18
0.00
1.00
2.55
2.37
81.55
75.85
25
0.50
0.71
2.99
2.78
84.54
78.63
35
1.00
0.50
4.15
3.86
88.69
82.49
45
1.50
0.35
0.73
0.68
89.42
83.17
60
2.00
0.25
11.09
10.31
100.51
93.48
80
2.50
0.18
5.61
5.22
106.12
98.70
120
3.00
0.13
0.76
0.71
106.88
99.41
170
3.50
0.09
0.04
0.04
106.92
99.45
200
3.75
0.07
0.01
0.01
106.93
99.46
230
4.00
0.06
0.00
0.00
106.93
99.46
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.15 1.54 -0.18 -1.68 -2.17 -2.37 -2.83
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -1.07 2.10 1.59 0.99 2.65

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
SamSample Name:
P
KH 75 +00 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,974,963
865,386
North Carolina State
Plane -5.1 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.09
Organics ( %: Carbonates ( %):
Shell Hash ( %):
99.06
98.01
0.00
0.02
#230 - 1.08
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.36
0.36
0.36
0.36
7
-1.50
2.83
0.58
0.59
0.94
0.95
10
-1.00
2.00
1.02
1.03
1.96
1.98
14
-0.50
1.41
0.78
0.79
2.74
2.77
18
0.00
1.00
0.82
0.83
3.56
3.60
25
0.50
0.71
1.85
1.87
5.41
5.47
35
1.00
0.50
5.63
5.68
11.04
11.15
45
1.50
0.35
9.54
9.63
20.58
20.78
60
2.00
0.25
24.54
24.77
45.12
45.55
80
2.50
0.18
41.81
42.21
86.93
87.76
120
3.00
0.13
10.59
10.69
97.52
98.45
170
3.50
0.09
0.42
0.42
97.94
98.87
200
3.75
0.07
0.04
0.04
97.98
98.91
230
4.00
0.06
0.01
0.01
97.99
98.92
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.84 2.46 2.35 2.05 1.59 1.25 0.37
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.84 0.28 0.8 -2.06 8.82

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,975,199
865,482
North Carolina State
Plane -9.9 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.36
Organics ( %: Carbonates ( %):
Shell Hash ( %):
95.67
94.48
0.03
0.03
#230 - 1.32
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.26
0.27
0.26
0.27
14
-0.50
1.41
0.35
0.37
0.61
0.64
18
0.00
1.00
0.71
0.74
1.32
1.38
25
0.50
0.71
1.84
1.92
3.16
3.30
35
1.00
0.50
3.76
3.93
6.92
7.23
45
1.50
0.35
2.52
2.63
9.44
9.86
60
2.00
0.25
24.86
25.99
34.30
35.85
80
2.50
0.18
42.74
44.67
77.04
80.52
120
3.00
0.13
16.19
16.92
93.23
97.44
170
3.50
0.09
1.10
1.15
94.33
98.59
200
3.75
0.07
0.05
0.05
94.38
98.64
230
4.00
0.06
0.04
0.04
94.42
98.68
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.93 2.60 2.44 2.16 1.79 1.62 0.72
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 2.05 0.24 0.63 -1.67 7.65

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #10 (- 12.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,975,742
865,778
North Carolina State
Plane -13.8 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.42
Organics ( %: Carbonates ( %):
Shell Hash ( %):
99.29
98.02
0.01
0.00
#230 - 1.31
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.52
0.52
0.52
0.52
14
-0.50
1.41
0.10
0.10
0.62
0.62
18
0.00
1.00
0.10
0.10
0.72
0.72
25
0.50
0.71
0.84
0.85
1.56
1.57
35
1.00
0.50
3.03
3.05
4.59
4.62
45
1.50
0.35
4.87
4.90
9.46
9.52
60
2.00
0.25
14.25
14.35
23.71
23.87
80
2.50
0.18
44.99
45.31
68.70
69.18
120
3.00
0.13
25.80
25.98
94.50
95.16
170
3.50
0.09
3.09
3.11
97.59
98.27
200
3.75
0.07
0.31
0.31
97.90
98.58
230
4.00
0.06
0.11
0.11
98.01
98.69
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.00
2.79
2.61
2.29
2.01
1.73
1.04
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.21
0.22
0.61
-1.69
9.04

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #11
(- 15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,975,816
865,829
North Carolina State
Plane -15.7 NAVD 88
USCS:
Munsell:
Wet - 5Y -4/1 Comments:
Dry - 5Y -5/1
SP
Washed - 5Y -6/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.51
Organics ( %: Carbonates ( %):
Shell Hash ( %):
95.58
94.29
0.03
0.01
#230 - 1.39
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.05
0.05
0.05
0.05
10
-1.00
2.00
0.10
0.10
0.15
0.15
14
-0.50
1.41
0.10
0.10
0.25
0.25
18
0.00
1.00
0.33
0.35
0.58
0.60
25
0.50
0.71
0.81
0.85
1.39
1.45
35
1.00
0.50
2.11
2.21
3.50
3.66
45
1.50
0.35
0.04
0.04
3.54
3.70
60
2.00
0.25
8.27
8.65
11.81
12.35
80
2.50
0.18
36.66
38.36
48.47
50.71
120
3.00
0.13
39.33
41.15
87.80
91.86
170
3.50
0.09
5.64
5.90
93.44
97.76
200
3.75
0.07
0.70
0.73
94.14
98.49
230
4.00
0.06
0.11
0.12
94.25
98.61
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.27
2.90
2.80
2.49
2.16
2.05
1.58
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.42
0.19
0.56
-1.97
10.94

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #12 (- 17.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -20 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,975,981
865,916
North Carolina State
Plane -17.7 NAVD 88
USCS:
Munsell:
Wet - 5Y -4/1 Comments:
Dry - 5Y -5/1
SP
Washed - 5Y -6/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.57
Organics ( %: Carbonates ( %):
Shell Hash ( %):
94.90
93.48
0.04
0.00
#230 - 1.54
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.04
0.04
0.04
0.04
14
-0.50
1.41
0.04
0.04
0.08
0.08
18
0.00
1.00
0.10
0.11
0.18
0.19
25
0.50
0.71
0.03
0.03
0.21
0.22
35
1.00
0.50
0.04
0.04
0.25
0.26
45
1.50
0.35
0.02
0.02
0.27
0.28
60
2.00
0.25
0.85
0.90
1.12
1.18
80
2.50
0.18
25.43
26.80
26.55
27.98
120
3.00
0.13
57.55
60.64
84.10
88.62
170
3.50
0.09
8.66
9.13
92.76
97.75
200
3.75
0.07
0.65
0.68
93.41
98.43
230
4.00
0.06
0.03
0.03
93.44
98.46
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.35
2.96
2.89
2.68
2.44
2.28
2.07
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.65
0.16
0.35
-1.7
18.92

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 75 +00 #13 (- 20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -20 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,144
866,020
North Carolina State
Plane -19.7 NAVD 88
USCS:
Munsell:
Wet - 5Y -4/1 Comments:
Dry - 5Y -5/1
SP
Washed - 5Y -6/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 2.63
Organics ( %: Carbonates ( %):
Shell Hash ( %):
93.56
91.71
0.08
0.01
#230 - 2.07
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.21
0.22
0.21
0.22
4
-2.25
4.76
0.00
0.00
0.21
0.22
5
-2.00
4.00
0.02
0.02
0.23
0.24
7
-1.50
2.83
0.00
0.00
0.23
0.24
10
-1.00
2.00
0.03
0.03
0.26
0.27
14
-0.50
1.41
0.02
0.02
0.28
0.29
18
0.00
1.00
0.02
0.02
0.30
0.31
25
0.50
0.71
0.03
0.03
0.33
0.34
35
1.00
0.50
0.02
0.02
0.35
0.36
45
1.50
0.35
0.09
0.10
0.44
0.46
60
2.00
0.25
0.14
0.15
0.58
0.61
80
2.50
0.18
11.43
12.22
12.01
12.83
120
3.00
0.13
61.10
65.31
73.11
78.14
170
3.50
0.09
16.29
17.41
89.40
95.55
200
3.75
0.07
1.70
1.82
91.10
97.37
230
4.00
0.06
0.52
0.56
91.62
97.93
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.48
3.17
2.98
2.78
2.59
2.52
2.18
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.78
0.15
0.43
-5.47
70.32

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -20 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,514
862,254
North Carolina State
Plane 14.9 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.45
Organics ( %: Carbonates ( %):
Shell Hash ( %):
119.23
118.82
0.02
0.04
#230 - 0.41
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.28
0.23
0.28
0.23
7
-1.50
2.83
4.75
3.98
5.03
4.21
10
-1.00
2.00
14.45
12.12
19.48
16.33
14
-0.50
1.41
22.97
19.27
42.45
35.60
18
0.00
1.00
16.92
14.19
59.37
49.79
25
0.50
0.71
12.01
10.07
71.38
59.86
35
1.00
0.50
9.90
8.30
81.28
68.16
45
1.50
0.35
5.02
4.21
86.30
72.37
60
2.00
0.25
18.78
15.75
105.08
88.12
80
2.50
0.18
11.85
9.94
116.93
98.06
120
3.00
0.13
1.57
1.32
118.50
99.38
170
3.50
0.09
0.18
0.15
118.68
99.53
200
3.75
0.07
0.02
0.02
118.70
99.55
230
4.00
0.06
0.05
0.04
118.75
99.59
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.35 1.87 1.58 0.01 -0.78 -1.01 -1.47
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.28 0.82 1.26 0.27 1.82

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: SMT
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,534
862,265
North Carolina State
Plane 8.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/2
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.31
Organics ( %: Carbonates ( %):
Shell Hash ( %):
106.90
106.60
0.00
0.02
#230 - 0.31
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.33
0.31
0.33
0.31
4
-2.25
4.76
0.00
0.00
0.33
0.31
5
-2.00
4.00
0.80
0.75
1.13
1.06
7
-1.50
2.83
5.91
5.53
7.04
6.59
10
-1.00
2.00
23.81
22.27
30.85
28.86
14
-0.50
1.41
17.12
16.01
47.97
44.87
18
0.00
1.00
9.47
8.86
57.44
53.73
25
0.50
0.71
7.02
6.57
64.46
60.30
35
1.00
0.50
10.65
9.96
75.11
70.26
45
1.50
0.35
11.72
10.96
86.83
81.22
60
2.00
0.25
12.21
11.42
99.04
92.64
80
2.50
0.18
6.47
6.05
105.51
98.69
120
3.00
0.13
0.97
0.91
106.48
99.60
170
3.50
0.09
0.09
0.08
106.57
99.68
200
3.75
0.07
0.01
0.01
106.58
99.69
230
4.00
0.06
0.00
0.00
106.58
99.69
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.20 1.62 1.22 -0.21 -1.09 -1.29 -1.64
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.05 0.97 1.28 0.29 1.81

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,562
862,282
North Carolina State
Plane 5.1 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.34
Organics ( %: Carbonates ( %):
Shell Hash ( %):
97.48
97.16
0.00
0.01
#230 - 0.33
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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 1/2"
-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
0.20
0.21
0.20
0.21
10
-1.00
2.00
0.20
0.21
0.40
0.42
14
-0.50
1.41
0.64
0.66
1.04
1.08
18
0.00
1.00
0.75
0.77
1.79
1.85
25
0.50
0.71
1.22
1.25
3.01
3.10
35
1.00
0.50
4.04
4.14
7.05
7.24
45
1.50
0.35
9.78
10.03
16.83
17.27
60
2.00
0.25
32.11
32.94
48.94
50.21
80
2.50
0.18
39.29
40.31
88.23
90.52
120
3.00
0.13
8.36
8.58
96.59
99.10
170
3.50
0.09
0.51
0.52
97.10
99.62
200
3.75
0.07
0.04
0.04
97.14
99.66
230
4.00
0.06
0.01
0.01
97.15
99.67
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.76 2.42 2.31 2.00 1.62 1.44 0.73
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.89 0.27 0.63 -1.7 8.47

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,582
862,293
North Carolina State
Plane 5.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.38
Organics ( %: Carbonates ( %):
Shell Hash ( %):
97.96
97.70
0.01
0.10
#230 - 0.38
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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 1/2"
-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
0.14
0.14
0.14
0.14
14
-0.50
1.41
0.42
0.43
0.56
0.57
18
0.00
1.00
1.57
1.60
2.13
2.17
25
0.50
0.71
4.22
4.31
6.35
6.48
35
1.00
0.50
9.07
9.26
15.42
15.74
45
1.50
0.35
15.25
15.57
30.67
31.31
60
2.00
0.25
28.51
29.10
59.18
60.41
80
2.50
0.18
32.22
32.89
91.40
93.30
120
3.00
0.13
6.03
6.16
97.43
99.46
170
3.50
0.09
0.15
0.15
97.58
99.61
200
3.75
0.07
0.01
0.01
97.59
99.62
230
4.00
0.06
0.00
0.00
97.59
99.62
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.64 2.36 2.22 1.82 1.30 1.01 0.33
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.7 0.31 0.69 -0.93 3.84

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,610
862,309
North Carolina State
Plane 1.6 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.43
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.22
82.08
0.01
0.02
#230 - 1.42
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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 1/2"
-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
0.25
0.30
0.25
0.30
10
-1.00
2.00
0.33
0.40
0.58
0.70
14
-0.50
1.41
0.76
0.91
1.34
1.61
18
0.00
1.00
2.16
2.60
3.50
4.21
25
0.50
0.71
4.18
5.02
7.68
9.23
35
1.00
0.50
6.67
8.01
14.35
17.24
45
1.50
0.35
9.19
11.04
23.54
28.28
60
2.00
0.25
18.85
22.65
42.39
50.93
80
2.50
0.18
31.59
37.96
73.98
88.89
120
3.00
0.13
7.71
9.26
81.69
98.15
170
3.50
0.09
0.32
0.38
82.01
98.53
200
3.75
0.07
0.03
0.04
82.04
98.57
230
4.00
0.06
0.01
0.01
82.05
98.58
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.83 2.44 2.32 1.98 1.35 0.92 0.08
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.73 0.30 0.81 -1.24 4.59

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,630
862,319
North Carolina State
Plane -0.8 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.19
Organics ( %: Carbonates ( %):
Shell Hash ( %):
91.63
90.55
0.01
0.00
#230 - 1.18
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.12
0.13
0.12
0.13
7
-1.50
2.83
0.06
0.07
0.18
0.20
10
-1.00
2.00
0.10
0.11
0.28
0.31
14
-0.50
1.41
0.40
0.44
0.68
0.75
18
0.00
1.00
1.30
1.42
1.98
2.17
25
0.50
0.71
2.71
2.96
4.69
5.13
35
1.00
0.50
4.80
5.24
9.49
10.37
45
1.50
0.35
5.99
6.54
15.48
16.91
60
2.00
0.25
18.17
19.83
33.65
36.74
80
2.50
0.18
42.20
46.05
75.85
82.79
120
3.00
0.13
14.19
15.49
90.04
98.28
170
3.50
0.09
0.47
0.51
90.51
98.79
200
3.75
0.07
0.02
0.02
90.53
98.81
230
4.00
0.06
0.01
0.01
90.54
98.82
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.89 2.54 2.42 2.14 1.70 1.43 0.48
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.97 0.26 0.71 -1.65 6.73

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -20 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,627
862,303
North Carolina State
Plane -2.6 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/2 Comments:
Dry - 5Y -6/2
SW
Washed - 5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.93
Organics ( %: Carbonates ( %):
Shell Hash ( %):
105.23
104.31
0.00
0.06
#230 - 0.92
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
3.15
2.99
3.15
2.99
5/16"
-3.00
8.00
0.00
0.00
3.15
2.99
3.5
-2.50
5.66
0.15
0.14
3.30
3.13
4
-2.25
4.76
0.69
0.66
3.99
3.79
5
-2.00
4.00
1.43
1.36
5.42
5.15
7
-1.50
2.83
3.93
3.73
9.35
8.88
10
-1.00
2.00
6.09
5.79
15.44
14.67
14
-0.50
1.41
18.61
17.69
34.05
32.36
18
0.00
1.00
37.62
35.75
71.67
68.11
25
0.50
0.71
28.48
27.06
100.15
95.17
35
1.00
0.50
3.85
3.66
104.00
98.83
45
1.50
0.35
0.10
0.10
104.10
98.93
60
2.00
0.25
0.05
0.05
104.15
98.98
80
2.50
0.18
0.03
0.03
104.18
99.01
120
3.00
0.13
0.04
0.04
104.22
99.05
170
3.50
0.09
0.02
0.02
104.24
99.07
200
3.75
0.07
0.00
0.00
104.24
99.07
230
4.00
0.06
0.01
0.01
104.25
99.08
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
0.50
0.29
0.13
-0.25
-0.71
-0.96
-2.03
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
-0.42
1.34
0.86
-1.88
8.11

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
SamSample Name:
P
KH 110 +00 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
06 -20 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,647
862,319
North Carolina State
Plane -6.4 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/2 Comments:
Dry - 5Y -6/2
SW
Washed - 5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.61
Organics ( %: Carbonates ( %):
Shell Hash ( %):
111.45
110.88
0.00
0.11
#230 - 0.61
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
3.53
3.17
3.53
3.17
3.5
-2.50
5.66
6.90
6.19
10.43
9.36
4
-2.25
4.76
6.35
5.70
16.78
15.06
5
-2.00
4.00
7.81
7.01
24.59
22.07
7
-1.50
2.83
22.90
20.55
47.49
42.62
10
-1.00
2.00
21.63
19.41
69.12
62.03
14
-0.50
1.41
20.67
18.55
89.79
80.58
18
0.00
1.00
13.71
12.30
103.50
92.88
25
0.50
0.71
5.56
4.99
109.06
97.87
35
1.00
0.50
1.36
1.22
110.42
99.09
45
1.50
0.35
0.03
0.03
110.45
99.12
60
2.00
0.25
0.15
0.13
110.60
99.25
80
2.50
0.18
0.07
0.06
110.67
99.31
120
3.00
0.13
0.05
0.04
110.72
99.35
170
3.50
0.09
0.02
0.02
110.74
99.37
200
3.75
0.07
0.02
0.02
110.76
99.39
230
4.00
0.06
0.00
0.00
110.76
99.39
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
0.21
-0.36
-0.65
-1.31
-1.93
-2.22
-2.85
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
-1.31
2.48
0.9
0.1
3.13

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,976,941
862,504
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.43
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.49
82.38
0.00
0.02
#230 - 1.36
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.02
0.02
0.02
14
-0.50
1.41
0.01
0.01
0.03
0.03
18
0.00
1.00
0.18
0.22
0.21
0.25
25
0.50
0.71
0.37
0.44
0.58
0.69
35
1.00
0.50
1.32
1.58
1.90
2.27
45
1.50
0.35
2.89
3.46
4.79
5.73
60
2.00
0.25
10.43
12.49
15.22
18.22
80
2.50
0.18
35.15
42.10
50.37
60.32
120
3.00
0.13
26.78
32.08
77.15
92.40
170
3.50
0.09
4.86
5.82
82.01
98.22
200
3.75
0.07
0.29
0.35
82.30
98.57
230
4.00
0.06
0.06
0.07
82.36
98.64
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.22
2.87
2.73
2.38
2.08
1.91
1.39
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.34
0.20
0.53
-1.03
5.97

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #10 (- 12.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,977,304
862,712
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.11
Organics ( %: Carbonates ( %):
Shell Hash ( %):
99.25
98.24
0.00
0.04
#230 - 1.06
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
18
0.00
1.00
0.06
0.06
0.07
0.07
25
0.50
0.71
0.28
0.28
0.35
0.35
35
1.00
0.50
2.14
2.16
2.49
2.51
45
1.50
0.35
4.13
4.16
6.62
6.67
60
2.00
0.25
12.48
12.57
19.10
19.24
80
2.50
0.18
45.23
45.57
64.33
64.81
120
3.00
0.13
29.97
30.20
94.30
95.01
170
3.50
0.09
3.54
3.57
97.84
98.58
200
3.75
0.07
0.31
0.31
98.15
98.89
230
4.00
0.06
0.05
0.05
98.20
98.94
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.00
2.82
2.67
2.34
2.06
1.87
1.30
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.3
0.20
0.51
-0.92
4.98

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #11
(- 15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,977,485
862,824
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/3 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.15
Organics ( %: Carbonates ( %):
Shell Hash ( %):
89.42
88.51
0.01
0.01
#230 - 1.04
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.00
0.00
0.00
0.00
18
0.00
1.00
0.04
0.04
0.04
0.04
25
0.50
0.71
0.20
0.22
0.24
0.26
35
1.00
0.50
0.82
0.92
1.06
1.18
45
1.50
0.35
1.43
1.60
2.49
2.78
60
2.00
0.25
6.33
7.08
8.82
9.86
80
2.50
0.18
35.59
39.80
44.41
49.66
120
3.00
0.13
36.57
40.90
80.98
90.56
170
3.50
0.09
6.85
7.66
87.83
98.22
200
3.75
0.07
0.56
0.63
88.39
98.85
230
4.00
0.06
0.10
0.11
88.49
98.96
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.29
2.92
2.81
2.50
2.19
2.08
1.66
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.47
0.18
0.46
-0.86
5.85

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #12 (- 17.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,977,633
862,910
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -3/1 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.27
Organics ( %: Carbonates ( %):
Shell Hash ( %):
96.79
95.76
0.01
0.00
#230 - 1.09
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-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
0.01
0.01
0.01
0.01
14
-0.50
1.41
0.06
0.06
0.07
0.07
18
0.00
1.00
0.16
0.17
0.23
0.24
25
0.50
0.71
0.44
0.45
0.67
0.69
35
1.00
0.50
0.68
0.70
1.35
1.39
45
1.50
0.35
1.03
1.06
2.38
2.45
60
2.00
0.25
4.66
4.81
7.04
7.26
80
2.50
0.18
27.43
28.34
34.47
35.60
120
3.00
0.13
50.03
51.69
84.50
87.29
170
3.50
0.09
10.05
10.38
94.55
97.67
200
3.75
0.07
1.03
1.06
95.58
98.73
230
4.00
0.06
0.17
0.18
95.75
98.91
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.37
2.97
2.88
2.64
2.31
2.15
1.77
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.57
0.17
0.48
-1.59
9.65

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 110 +00 #13 (- 20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,977,778
862,993
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.55
Organics ( %: Carbonates ( %):
Shell Hash ( %):
70.06
69.14
0.02
0.03
#230 - 1.38
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.03
0.02
0.03
18
0.00
1.00
0.03
0.04
0.05
0.07
25
0.50
0.71
0.03
0.04
0.08
0.11
35
1.00
0.50
0.12
0.17
0.20
0.28
45
1.50
0.35
0.21
0.30
0.41
0.58
60
2.00
0.25
2.20
3.14
2.61
3.72
80
2.50
0.18
30.00
42.82
32.61
46.54
120
3.00
0.13
32.02
45.70
64.63
92.24
170
3.50
0.09
3.98
5.68
68.61
97.92
200
3.75
0.07
0.37
0.53
68.98
98.45
230
4.00
0.06
0.12
0.17
69.10
98.62
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.24
2.91
2.81
2.54
2.25
2.14
2.01
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.53
0.17
0.37
-0.52
7.78

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,009
857,919
North Carolina State
Plane 14.8 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.30
Organics ( %: Carbonates ( %):
Shell Hash ( %):
136.74
136.43
0.00
0.05
#230 - 0.29
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.06
0.04
0.06
0.04
14
-0.50
1.41
1.52
1.11
1.58
1.15
18
0.00
1.00
8.42
6.16
10.00
7.31
25
0.50
0.71
15.25
11.15
25.25
18.46
35
1.00
0.50
32.83
24.01
58.08
42.47
45
1.50
0.35
31.51
23.04
89.59
65.51
60
2.00
0.25
29.21
21.36
118.80
86.87
80
2.50
0.18
15.56
11.38
134.36
98.25
120
3.00
0.13
1.82
1.33
136.18
99.58
170
3.50
0.09
0.15
0.11
136.33
99.69
200
3.75
0.07
0.02
0.01
136.35
99.70
230
4.00
0.06
0.01
0.01
136.36
99.71
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.36 1.93 1.72 1.16 0.64 0.39 -0.19
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.15 0.45 0.74 -0.18 2.6

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,049
857,945
North Carolina State
Plane 7.7 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.59
Organics ( %: Carbonates ( %):
Shell Hash ( %):
98.07
97.55
0.00
0.04
#230 - 0.58
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.22
0.22
0.22
0.22
10
-1.00
2.00
0.55
0.56
0.77
0.78
14
-0.50
1.41
2.85
2.91
3.62
3.69
18
0.00
1.00
7.28
7.42
10.90
11.11
25
0.50
0.71
16.81
17.14
27.71
28.25
35
1.00
0.50
27.13
27.66
54.84
55.91
45
1.50
0.35
23.16
23.62
78.00
79.53
60
2.00
0.25
13.33
13.59
91.33
93.12
80
2.50
0.18
5.12
5.22
96.45
98.34
120
3.00
0.13
1.01
1.03
97.46
99.37
170
3.50
0.09
0.04
0.04
97.50
99.41
200
3.75
0.07
0.00
0.00
97.50
99.41
230
4.00
0.06
0.01
0.01
97.51
99.42
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.18 1.66 1.40 0.89 0.41 0.14 -0.41
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.88 0.54 0.75 -0.16 3.16

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,069
857,955
North Carolina State
Plane 6.6 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/2 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.22
Organics ( %: Carbonates ( %):
Shell Hash ( %):
90.75
89.65
0.00
0.00
#230 - 1.22
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.16
0.18
0.16
0.18
7
-1.50
2.83
0.07
0.08
0.23
0.26
10
-1.00
2.00
0.22
0.24
0.45
0.50
14
-0.50
1.41
1.74
1.92
2.19
2.42
18
0.00
1.00
7.53
8.30
9.72
10.72
25
0.50
0.71
20.55
22.64
30.27
33.36
35
1.00
0.50
20.05
22.09
50.32
55.45
45
1.50
0.35
12.97
14.29
63.29
69.74
60
2.00
0.25
11.62
12.80
74.91
82.54
80
2.50
0.18
10.79
11.89
85.70
94.43
120
3.00
0.13
3.81
4.20
89.51
98.63
170
3.50
0.09
0.13
0.14
89.64
98.77
200
3.75
0.07
0.01
0.01
89.65
98.78
230
4.00
0.06
0.00
0.00
89.65
98.78
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.57 2.06 1.71 0.88 0.32 0.12 -0.34
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.98 0.51 0.88 0.17 2.52

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,086
857,966
North Carolina State
Plane 6.2 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.42
Organics ( %: Carbonates ( %):
Shell Hash ( %):
98.91
98.53
0.00
0.02
#230 - 0.41
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.18
0.18
0.18
0.18
10
-1.00
2.00
0.12
0.12
0.30
0.30
14
-0.50
1.41
0.53
0.54
0.83
0.84
18
0.00
1.00
1.89
1.91
2.72
2.75
25
0.50
0.71
4.66
4.71
7.38
7.46
35
1.00
0.50
9.87
9.98
17.25
17.44
45
1.50
0.35
12.34
12.48
29.59
29.92
60
2.00
0.25
26.16
26.45
55.75
56.37
80
2.50
0.18
34.66
35.04
90.41
91.41
120
3.00
0.13
7.70
7.78
98.11
99.19
170
3.50
0.09
0.37
0.37
98.48
99.56
200
3.75
0.07
0.02
0.02
98.50
99.58
230
4.00
0.06
0.01
0.01
98.51
99.59
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.73 2.39 2.27 1.88 1.30 0.93 0.24
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.71 0.31 0.75 -1.03 4.19

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,120
857,984
North Carolina State
Plane 1.2 NAVD
88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.71
Organics ( %: Carbonates ( %):
Shell Hash ( %):
122.58
121.96
0.01
0.20
#230 - 0.70
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
2.92
2.38
2.92
2.38
3.5
-2.50
5.66
3.61
2.95
6.53
5.33
4
-2.25
4.76
1.67
1.36
8.20
6.69
5
-2.00
4.00
2.73
2.23
10.93
8.92
7
-1.50
2.83
3.60
2.94
14.53
11.86
10
-1.00
2.00
8.31
6.78
22.84
18.64
14
-0.50
1.41
19.07
15.56
41.91
34.20
18
0.00
1.00
26.24
21.41
68.15
55.61
25
0.50
0.71
18.45
15.05
86.60
70.66
35
1.00
0.50
10.10
8.24
96.70
78.90
45
1.50
0.35
4.34
3.54
101.04
82.44
60
2.00
0.25
6.55
5.34
107.59
87.78
80
2.50
0.18
10.09
8.23
117.68
96.01
120
3.00
0.13
3.72
3.03
121.40
99.04
170
3.50
0.09
0.29
0.24
121.69
99.28
200
3.75
0.07
0.01
0.01
121.70
99.29
230
4.00
0.06
0.01
0.01
121.71
99.30
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.44 1.65 0.76 -0.13 -0.80 -1.19 -2.56
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.03 1.02 1.38 0.02 2.89

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,167
858,014
North Carolina State
Plane -0.8 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/1 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.93
Organics ( %: Carbonates ( %):
Shell Hash ( %):
87.25
86.48
0.01
0.03
#230 - 0.93
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
2.40
2.75
2.40
2.75
4
-2.25
4.76
0.41
0.47
2.81
3.22
5
-2.00
4.00
1.28
1.47
4.09
4.69
7
-1.50
2.83
4.41
5.05
8.50
9.74
10
-1.00
2.00
4.30
4.93
12.80
14.67
14
-0.50
1.41
5.51
6.32
18.31
20.99
18
0.00
1.00
6.38
7.31
24.69
28.30
25
0.50
0.71
7.13
8.17
31.82
36.47
35
1.00
0.50
6.41
7.35
38.23
43.82
45
1.50
0.35
6.38
7.31
44.61
51.13
60
2.00
0.25
12.37
14.18
56.98
65.31
80
2.50
0.18
21.26
24.37
78.24
89.68
120
3.00
0.13
7.89
9.04
86.13
98.72
170
3.50
0.09
0.28
0.32
86.41
99.04
200
3.75
0.07
0.03
0.03
86.44
99.07
230
4.00
0.06
0.00
0.00
86.44
99.07
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.79 2.38 2.20 1.42 -0.23 -0.89 -1.97
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.9 0.54 1.53 -0.68 2.36

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,184
858,027
North Carolina State
Plane -2.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -8/3
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.93
Organics ( %: Carbonates ( %):
Shell Hash ( %):
98.61
97.77
0.00
0.07
#230 - 0.93
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.29
0.29
0.29
0.29
4
-2.25
4.76
0.62
0.63
0.91
0.92
5
-2.00
4.00
0.99
1.00
1.90
1.92
7
-1.50
2.83
4.34
4.40
6.24
6.32
10
-1.00
2.00
6.85
6.95
13.09
13.27
14
-0.50
1.41
12.40
12.57
25.49
25.84
18
0.00
1.00
14.07
14.27
39.56
40.11
25
0.50
0.71
9.27
9.40
48.83
49.51
35
1.00
0.50
5.35
5.43
54.18
54.94
45
1.50
0.35
3.37
3.42
57.55
58.36
60
2.00
0.25
7.60
7.71
65.15
66.07
80
2.50
0.18
23.73
24.06
88.88
90.13
120
3.00
0.13
8.57
8.69
97.45
98.82
170
3.50
0.09
0.23
0.23
97.68
99.05
200
3.75
0.07
0.02
0.02
97.70
99.07
230
4.00
0.06
0.00
0.00
97.70
99.07
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.78 2.37 2.19 0.55 -0.53 -0.89 -1.65
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.7 0.62 1.48 -0.13 1.69

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
SamSample Name:
P
KH 160 +00 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,980,362
858,714
North Carolina State
Plane -5.1 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.63
Organics ( %: Carbonates ( %):
Shell Hash ( %):
121.20
119.26
0.00
0.00
#230 - 1.61
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.05
0.04
0.05
0.04
10
-1.00
2.00
0.11
0.09
0.16
0.13
14
-0.50
1.41
0.17
0.14
0.33
0.27
18
0.00
1.00
0.24
0.20
0.57
0.47
25
0.50
0.71
0.44
0.36
1.01
0.83
35
1.00
0.50
1.26
1.04
2.27
1.87
45
1.50
0.35
2.75
2.27
5.02
4.14
60
2.00
0.25
12.57
10.37
17.59
14.51
80
2.50
0.18
56.53
46.64
74.12
61.15
120
3.00
0.13
41.48
34.22
115.60
95.37
170
3.50
0.09
3.53
2.91
119.13
98.28
200
3.75
0.07
0.11
0.09
119.24
98.37
230
4.00
0.06
0.02
0.02
119.26
98.39
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.99
2.83
2.70
2.38
2.11
2.02
1.54
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.34
0.20
0.49
-1.93
12.15

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,309
858,100
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.50
Organics ( %: Carbonates ( %):
Shell Hash ( %):
84.31
83.29
0.03
0.01
#230 - 1.25
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.03
0.04
0.03
0.04
10
-1.00
2.00
0.04
0.05
0.07
0.09
14
-0.50
1.41
0.04
0.05
0.11
0.14
18
0.00
1.00
0.06
0.07
0.17
0.21
25
0.50
0.71
0.14
0.17
0.31
0.38
35
1.00
0.50
0.62
0.74
0.93
1.12
45
1.50
0.35
1.36
1.61
2.29
2.73
60
2.00
0.25
5.39
6.39
7.68
9.12
80
2.50
0.18
34.92
41.42
42.60
50.54
120
3.00
0.13
33.39
39.60
75.99
90.14
170
3.50
0.09
6.20
7.35
82.19
97.49
200
3.75
0.07
0.85
1.01
83.04
98.50
230
4.00
0.06
0.21
0.25
83.25
98.75
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.33
2.92
2.81
2.49
2.19
2.08
1.68
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.47
0.18
0.48
-1.22
10.03

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #10 (- 12.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,586
858,259
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.49
Organics ( %: Carbonates ( %):
Shell Hash ( %):
90.21
89.23
0.02
0.04
#230 - 1.15
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.06
0.07
0.07
0.08
14
-0.50
1.41
0.05
0.06
0.12
0.14
18
0.00
1.00
0.08
0.09
0.20
0.23
25
0.50
0.71
0.24
0.27
0.44
0.50
35
1.00
0.50
0.75
0.83
1.19
1.33
45
1.50
0.35
1.05
1.16
2.24
2.49
60
2.00
0.25
3.78
4.19
6.02
6.68
80
2.50
0.18
40.58
44.98
46.60
51.66
120
3.00
0.13
36.11
40.03
82.71
91.69
170
3.50
0.09
5.21
5.78
87.92
97.47
200
3.75
0.07
0.94
1.04
88.86
98.51
230
4.00
0.06
0.31
0.34
89.17
98.85
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.29
2.90
2.79
2.48
2.20
2.10
1.80
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.47
0.18
0.46
-1.37
11.38

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #11
(- 15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,784
858,377
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.40
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.53
82.56
0.01
0.04
#230 - 1.22
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.06
0.07
0.06
0.07
14
-0.50
1.41
0.00
0.00
0.06
0.07
18
0.00
1.00
0.01
0.01
0.07
0.08
25
0.50
0.71
0.15
0.18
0.22
0.26
35
1.00
0.50
0.57
0.68
0.79
0.94
45
1.50
0.35
0.67
0.80
1.46
1.74
60
2.00
0.25
2.69
3.22
4.15
4.96
80
2.50
0.18
33.83
40.50
37.98
45.46
120
3.00
0.13
37.04
44.34
75.02
89.80
170
3.50
0.09
6.74
8.07
81.76
97.87
200
3.75
0.07
0.61
0.73
82.37
98.60
230
4.00
0.06
0.15
0.18
82.52
98.78
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.32
2.93
2.83
2.55
2.25
2.14
2.00
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.53
0.17
0.43
-1.18
10.3

Granularmetric Report
Depths and elevations based on
measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #12 (- 17.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,979,972
858,486
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/1 Comments:
Dry - 2.5Y -7/1
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.77
Organics ( %: Carbonates ( %):
Shell Hash ( %):
87.54
86.38
0.02
0.05
#230 - 1.39
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.06
0.07
0.06
0.07
10
-1.00
2.00
0.00
0.00
0.06
0.07
14
-0.50
1.41
0.07
0.08
0.13
0.15
18
0.00
1.00
0.08
0.09
0.21
0.24
25
0.50
0.71
0.18
0.21
0.39
0.45
35
1.00
0.50
0.41
0.47
0.80
0.92
45
1.50
0.35
0.41
0.47
1.21
1.39
60
2.00
0.25
2.20
2.51
3.41
3.90
80
2.50
0.18
31.18
35.62
34.59
39.52
120
3.00
0.13
44.41
50.73
79.00
90.25
170
3.50
0.09
6.20
7.08
85.20
97.33
200
3.75
0.07
0.79
0.90
85.99
98.23
230
4.00
0.06
0.33
0.38
86.32
98.61
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.34
2.94
2.85
2.60
2.30
2.17
2.02
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.56
0.17
0.43
-1.86
16.77

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kitty Hawk, NC
Sample Name:
KH 160 +00 #13 (- 20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,980,182
858,608
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.97
Organics ( %): Carbonates ( %):
Shell Hash ( %):
94.36
93.14
0.04
0.02
#230 - 1.34
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.04
0.04
0.04
0.04
5
-2.00
4.00
0.00
0.00
0.04
0.04
7
-1.50
2.83
0.04
0.04
0.08
0.08
10
-1.00
2.00
0.09
0.10
0.17
0.18
14
-0.50
1.41
0.09
0.10
0.26
0.28
18
0.00
1.00
0.19
0.20
0.45
0.48
25
0.50
0.71
0.29
0.31
0.74
0.79
35
1.00
0.50
0.30
0.32
1.04
1.11
45
1.50
0.35
0.22
0.23
1.26
1.34
60
2.00
0.25
0.72
0.76
1.98
2.10
80
2.50
0.18
14.17
15.02
16.15
17.12
120
3.00
0.13
60.17
63.77
76.32
80.89
170
3.50
0.09
14.71
15.59
91.03
96.48
200
3.75
0.07
1.46
1.55
92.49
98.03
230
4.00
0.06
0.59
0.63
93.08
98.66
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.45
3.10
2.95
2.76
2.56
2.46
2.10
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.73
0.15
0.46
-3.3
28.52

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH210 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -14 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,981,550
853,641
North Carolina State
Plane 12.6 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.33
Organics ( %: Carbonates ( %):
Shell Hash ( %):
177.29
176.99
0.00
0.15
#230 - 0.32
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.11
0.06
0.11
0.06
7
-1.50
2.83
0.27
0.15
0.38
0.21
10
-1.00
2.00
0.25
0.14
0.63
0.35
14
-0.50
1.41
0.61
0.34
1.24
0.69
18
0.00
1.00
1.82
1.03
3.06
1.72
25
0.50
0.71
7.29
4.11
10.35
5.83
35
1.00
0.50
25.91
14.61
36.26
20.44
45
1.50
0.35
37.67
21.25
73.93
41.69
60
2.00
0.25
64.28
36.26
138.21
77.95
80
2.50
0.18
33.42
18.85
171.63
96.80
120
3.00
0.13
4.39
2.48
176.02
99.28
170
3.50
0.09
0.64
0.36
176.66
99.64
200
3.75
0.07
0.05
0.03
176.71
99.67
230
4.00
0.06
0.01
0.01
176.72
99.68
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.45 2.16 1.96 1.61 1.11 0.85 0.40
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.52 0.35 0.65 -0.79 4.83

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,981,575
853,655
North Carolina State
Plane 9.4 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -6/3
SW
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.54
Organics ( %: Carbonates ( %):
Shell Hash ( %):
100.88
100.59
0.02
0.23
#230 - 0.54
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.19
0.19
0.19
0.19
7
-1.50
2.83
1.37
1.36
1.56
1.55
10
-1.00
2.00
2.90
2.87
4.46
4.42
14
-0.50
1.41
5.58
5.53
10.04
9.95
18
0.00
1.00
9.07
8.99
19.11
18.94
25
0.50
0.71
19.56
19.39
38.67
38.33
35
1.00
0.50
30.49
30.22
69.16
68.55
45
1.50
0.35
15.64
15.50
84.80
84.05
60
2.00
0.25
9.38
9.30
94.18
93.35
80
2.50
0.18
5.10
5.06
99.28
98.41
120
3.00
0.13
0.95
0.94
100.23
99.35
170
3.50
0.09
0.10
0.10
100.33
99.45
200
3.75
0.07
0.01
0.01
100.34
99.46
230
4.00
0.06
0.00
0.00
100.34
99.46
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.16 1.50 1.21 0.69 0.16 -0.16 -0.95
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.65 0.64 0.87 -0.28 3.35

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: SMT
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,981,624
853,682
North Carolina State
Plane 7.1 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/4 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -7/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.28
Organics ( %: Carbonates ( %):
Shell Hash ( %):
100.29
100.05
0.00
0.04
#230 - 0.28
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.26
0.26
0.26
0.26
14
-0.50
1.41
2.86
2.85
3.12
3.11
18
0.00
1.00
8.14
8.12
11.26
11.23
25
0.50
0.71
22.14
22.08
33.40
33.31
35
1.00
0.50
26.23
26.15
59.63
59.46
45
1.50
0.35
19.82
19.76
79.45
79.22
60
2.00
0.25
11.75
11.72
91.20
90.94
80
2.50
0.18
6.63
6.61
97.83
97.55
120
3.00
0.13
2.09
2.08
99.92
99.63
170
3.50
0.09
0.09
0.09
100.01
99.72
200
3.75
0.07
0.00
0.00
100.01
99.72
230
4.00
0.06
0.00
0.00
100.01
99.72
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.31 1.70 1.39 0.82 0.31 0.11 -0.38
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.87 0.55 0.78 0.22 2.8

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: SMT
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,981,657
853,704
North Carolina State
Plane 6.6 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -7/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.51
Organics ( %: Carbonates ( %):
Shell Hash ( %):
103.58
103.12
0.00
0.05
#230 - 0.50
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.67
0.65
0.67
0.65
7
-1.50
2.83
1.90
1.83
2.57
2.48
10
-1.00
2.00
2.50
2.41
5.07
4.89
14
-0.50
1.41
2.52
2.43
7.59
7.32
18
0.00
1.00
6.10
5.89
13.69
13.21
25
0.50
0.71
12.41
11.98
26.10
25.19
35
1.00
0.50
19.74
19.06
45.84
44.25
45
1.50
0.35
18.55
17.91
64.39
62.16
60
2.00
0.25
19.57
18.89
83.96
81.05
80
2.50
0.18
14.57
14.07
98.53
95.12
120
3.00
0.13
4.21
4.06
102.74
99.18
170
3.50
0.09
0.31
0.30
103.05
99.48
200
3.75
0.07
0.01
0.01
103.06
99.49
230
4.00
0.06
0.01
0.01
103.07
99.50
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.50 2.10 1.84 1.16 0.49 0.12 -0.98
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.06 0.48 1.02 -0.69 3.4

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,981,726
853,737
North Carolina State
Plane 0.8 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -8/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.69
Organics ( %: Carbonates ( %):
Shell Hash ( %):
95.10
94.50
0.02
0.02
#230 - 0.69
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.38
0.40
0.38
0.40
4
-2.25
4.76
0.21
0.22
0.59
0.62
5
-2.00
4.00
0.94
0.99
1.53
1.61
7
-1.50
2.83
2.02
2.12
3.55
3.73
10
-1.00
2.00
3.31
3.48
6.86
7.21
14
-0.50
1.41
7.26
7.63
14.12
14.84
18
0.00
1.00
11.88
12.49
26.00
27.33
25
0.50
0.71
15.29
16.08
41.29
43.41
35
1.00
0.50
14.35
15.09
55.64
58.50
45
1.50
0.35
12.51
13.15
68.15
71.65
60
2.00
0.25
13.43
14.12
81.58
85.77
80
2.50
0.18
10.33
10.86
91.91
96.63
120
3.00
0.13
2.41
2.53
94.32
99.16
170
3.50
0.09
0.12
0.13
94.44
99.29
200
3.75
0.07
0.02
0.02
94.46
99.31
230
4.00
0.06
0.00
0.00
94.46
99.31
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.42 1.94 1.62 0.72 -0.09 -0.45 -1.32
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.68 0.62 1.14 -0.32 2.64

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,981,709
853,731
North Carolina State
Plane -0.4 NAVD 88
USCS:
Munsell: Wet
- 5Y -6/2 Comments:
Dry
- 5Y -7/2
SW
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.00
Organics ( %: Carbonates ( %):
Shell Hash ( %):
121.35
120.24
0.00
0.07
#230 - 1.00
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.23
0.19
0.23
0.19
4
-2.25
4.76
0.63
0.52
0.86
0.71
5
-2.00
4.00
0.20
0.16
1.06
0.87
7
-1.50
2.83
1.58
1.30
2.64
2.17
10
-1.00
2.00
1.90
1.57
4.54
3.74
14
-0.50
1.41
3.58
2.95
8.12
6.69
18
0.00
1.00
4.64
3.82
12.76
10.51
25
0.50
0.71
5.18
4.27
17.94
14.78
35
1.00
0.50
11.01
9.07
28.95
23.85
45
1.50
0.35
18.37
15.14
47.32
38.99
60
2.00
0.25
35.40
29.17
82.72
68.16
80
2.50
0.18
29.37
24.20
112.09
92.36
120
3.00
0.13
7.66
6.31
119.75
98.67
170
3.50
0.09
0.39
0.32
120.14
98.99
200
3.75
0.07
0.01
0.01
120.15
99.00
230
4.00
0.06
0.00
0.00
120.15
99.00
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.71
2.33
2.14
1.69
1.04
0.57
-0.79
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.43
0.37
1.03
-1.39
4.99

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,983,074
851,593
North Carolina State
Plane -2.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -7/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.71
Organics ( %: Carbonates ( %):
Shell Hash ( %):
88.72
88.10
0.01
0.00
#230 - 0.71
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
1.56
1.76
1.56
1.76
4
-2.25
4.76
1.30
1.47
2.86
3.23
5
-2.00
4.00
1.36
1.53
4.22
4.76
7
-1.50
2.83
3.20
3.61
7.42
8.37
10
-1.00
2.00
2.88
3.25
10.30
11.62
14
-0.50
1.41
5.78
6.51
16.08
18.13
18
0.00
1.00
8.34
9.40
24.42
27.53
25
0.50
0.71
8.66
9.76
33.08
37.29
35
1.00
0.50
11.29
12.73
44.37
50.02
45
1.50
0.35
9.63
10.85
54.00
60.87
60
2.00
0.25
13.13
14.80
67.13
75.67
80
2.50
0.18
17.19
19.38
84.32
95.05
120
3.00
0.13
3.57
4.02
87.89
99.07
170
3.50
0.09
0.18
0.20
88.07
99.27
200
3.75
0.07
0.02
0.02
88.09
99.29
230
4.00
0.06
0.00
0.00
88.09
99.29
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.50 2.21 1.98 1.00 -0.13 -0.66 -1.97
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.78 0.58 1.38 -0.66 2.65

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
SamSample Name:
P
KDH210 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,981,795
853,780
North Carolina State
Plane -5.1 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.85
Organics ( %: Carbonates ( %):
Shell Hash ( %):
108.85
108.07
0.00
0.12
#230 - 0.84
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.33
0.30
0.33
0.30
4
-2.25
4.76
0.00
0.00
0.33
0.30
5
-2.00
4.00
0.28
0.26
0.61
0.56
7
-1.50
2.83
1.44
1.32
2.05
1.88
10
-1.00
2.00
2.32
2.13
4.37
4.01
14
-0.50
1.41
3.43
3.15
7.80
7.16
18
0.00
1.00
4.48
4.12
12.28
11.28
25
0.50
0.71
4.57
4.20
16.85
15.48
35
1.00
0.50
6.15
5.65
23.00
21.13
45
1.50
0.35
4.88
4.48
27.88
25.61
60
2.00
0.25
21.14
19.42
49.02
45.03
80
2.50
0.18
40.07
36.81
89.09
81.84
120
3.00
0.13
17.74
16.30
106.83
98.14
170
3.50
0.09
1.05
0.96
107.88
99.10
200
3.75
0.07
0.05
0.05
107.93
99.15
230
4.00
0.06
0.01
0.01
107.94
99.16
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.90 2.57 2.41 2.07 1.43 0.55 -0.84
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.68 0.31 1.12 -1.47 4.61

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,982,345
854,088
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/1
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.72
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.22
82.02
0.01
0.14
#230 - 1.59
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-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
0.01
0.01
0.01
0.01
18
0.00
1.00
0.04
0.05
0.05
0.06
25
0.50
0.71
0.13
0.16
0.18
0.22
35
1.00
0.50
0.37
0.44
0.55
0.66
45
1.50
0.35
0.87
1.05
1.42
1.71
60
2.00
0.25
4.20
5.05
5.62
6.76
80
2.50
0.18
27.85
33.47
33.47
40.23
120
3.00
0.13
39.24
47.15
72.71
87.38
170
3.50
0.09
8.32
10.00
81.03
97.38
200
3.75
0.07
0.75
0.90
81.78
98.28
230
4.00
0.06
0.11
0.13
81.89
98.41
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.38
2.96
2.87
2.60
2.27
2.14
1.83
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.56
0.17
0.44
-0.85
6.39

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #10 (- 12.5
)
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,982,414
854,130
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.65
Organics ( %: Carbonates ( %):
Shell Hash ( %):
89.43
88.17
0.01
0.11
#230 - 1.54
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-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
0.01
0.01
0.01
0.01
14
-0.50
1.41
0.02
0.02
0.03
0.03
18
0.00
1.00
0.05
0.06
0.08
0.09
25
0.50
0.71
0.27
0.30
0.35
0.39
35
1.00
0.50
0.85
0.95
1.20
1.34
45
1.50
0.35
1.75
1.96
2.95
3.30
60
2.00
0.25
6.72
7.51
9.67
10.81
80
2.50
0.18
31.58
35.31
41.25
46.12
120
3.00
0.13
37.63
42.08
78.88
88.20
170
3.50
0.09
8.50
9.50
87.38
97.70
200
3.75
0.07
0.58
0.65
87.96
98.35
230
4.00
0.06
0.10
0.11
88.06
98.46
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.36
2.95
2.84
2.55
2.20
2.07
1.61
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.49
0.18
0.49
-1.03
6.28

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #11 (- 15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,982,634
854,254
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/1 Comments:
Dry - 2.5Y -7/1
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.58
Organics ( %: Carbonates ( %):
Shell Hash ( %):
80.69
79.59
0.02
0.04
#230 - 1.43
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.09
0.11
0.09
0.11
14
-0.50
1.41
0.13
0.16
0.22
0.27
18
0.00
1.00
0.45
0.56
0.67
0.83
25
0.50
0.71
1.37
1.70
2.04
2.53
35
1.00
0.50
2.01
2.49
4.05
5.02
45
1.50
0.35
2.08
2.58
6.13
7.60
60
2.00
0.25
4.57
5.66
10.70
13.26
80
2.50
0.18
20.36
25.23
31.06
38.49
120
3.00
0.13
36.49
45.22
67.55
83.71
170
3.50
0.09
11.15
13.82
78.70
97.53
200
3.75
0.07
0.72
0.89
79.42
98.42
230
4.00
0.06
0.12
0.15
79.54
98.57
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.41
3.01
2.90
2.63
2.23
2.05
1.00
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.48
0.18
0.67
-1.78
7.47

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #12 (- 17.5
)
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,982,734
854,311
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/1
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.74
Organics ( %: Carbonates ( %):
Shell Hash ( %):
88.76
87.49
0.01
0.01
#230 - 1.45
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-2.50
5.66
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.20
0.23
0.20
0.23
5
-2.00
4.00
0.07
0.08
0.27
0.31
7
-1.50
2.83
0.29
0.33
0.56
0.64
10
-1.00
2.00
0.21
0.24
0.77
0.88
14
-0.50
1.41
0.23
0.26
1.00
1.14
18
0.00
1.00
0.17
0.19
1.17
1.33
25
0.50
0.71
0.16
0.18
1.33
1.51
35
1.00
0.50
0.21
0.24
1.54
1.75
45
1.50
0.35
0.38
0.43
1.92
2.18
60
2.00
0.25
1.83
2.06
3.75
4.24
80
2.50
0.18
14.16
15.95
17.91
20.19
120
3.00
0.13
50.10
56.44
68.01
76.63
170
3.50
0.09
17.55
19.77
85.56
96.40
200
3.75
0.07
1.65
1.86
87.21
98.26
230
4.00
0.06
0.26
0.29
87.47
98.55
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.46
3.19
2.99
2.76
2.54
2.37
2.02
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.7
0.15
0.63
-4.16
29.43

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH210 #13 (- 20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,982,776
854,333
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -3/1 Comments:
Dry - 2.5Y -6/1
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.91
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.90
82.62
0.02
0.00
#230 - 1.54
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-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
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.03
0.04
0.04
0.05
14
-0.50
1.41
0.04
0.05
0.08
0.10
18
0.00
1.00
0.03
0.04
0.11
0.14
25
0.50
0.71
0.01
0.01
0.12
0.15
35
1.00
0.50
0.01
0.01
0.13
0.16
45
1.50
0.35
0.06
0.07
0.19
0.23
60
2.00
0.25
0.28
0.33
0.47
0.56
80
2.50
0.18
8.34
9.94
8.81
10.50
120
3.00
0.13
49.69
59.23
58.50
69.73
170
3.50
0.09
22.29
26.57
80.79
96.30
200
3.75
0.07
1.50
1.79
82.29
98.09
230
4.00
0.06
0.31
0.37
82.60
98.46
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.48
3.27
3.10
2.83
2.62
2.55
2.22
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.84
0.14
0.36
-1.6
20.03

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,981,550
853,641
North Carolina State
Plane 14.8 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.39
Organics ( %: Carbonates ( %):
Shell Hash ( %):
98.68
98.40
0.03
0.04
#230 - 0.36
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.03
0.03
0.03
0.03
10
-1.00
2.00
0.18
0.18
0.21
0.21
14
-0.50
1.41
0.53
0.54
0.74
0.75
18
0.00
1.00
1.63
1.65
2.37
2.40
25
0.50
0.71
5.16
5.23
7.53
7.63
35
1.00
0.50
16.21
16.43
23.74
24.06
45
1.50
0.35
27.15
27.51
50.89
51.57
60
2.00
0.25
29.12
29.51
80.01
81.08
80
2.50
0.18
15.84
16.05
95.85
97.13
120
3.00
0.13
2.21
2.24
98.06
99.37
170
3.50
0.09
0.22
0.22
98.28
99.59
200
3.75
0.07
0.02
0.02
98.30
99.61
230
4.00
0.06
0.03
0.03
98.33
99.64
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.43 2.09 1.90 1.47 1.02 0.75 0.25
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.42 0.37 0.66 -0.49 3.68

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,982,870
851,476
North Carolina State
Plane 10.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -8/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.29
Organics ( %: Carbonates ( %):
Shell Hash ( %):
98.32
98.15
0.01
0.11
#230 - 0.29
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
1.17
1.19
1.17
1.19
5
-2.00
4.00
1.45
1.47
2.62
2.66
7
-1.50
2.83
5.03
5.12
7.65
7.78
10
-1.00
2.00
6.92
7.04
14.57
14.82
14
-0.50
1.41
13.16
13.38
27.73
28.20
18
0.00
1.00
8.83
8.98
36.56
37.18
25
0.50
0.71
7.40
7.53
43.96
44.71
35
1.00
0.50
9.94
10.11
53.90
54.82
45
1.50
0.35
13.94
14.18
67.84
69.00
60
2.00
0.25
15.56
15.83
83.40
84.83
80
2.50
0.18
11.46
11.66
94.86
96.49
120
3.00
0.13
3.04
3.09
97.90
99.58
170
3.50
0.09
0.11
0.11
98.01
99.69
200
3.75
0.07
0.02
0.02
98.03
99.71
230
4.00
0.06
0.00
0.00
98.03
99.71
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.44
1.97
1.69
0.76
-0.62
-0.96
-1.77
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.54
0.69
1.34
-0.27
1.96

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,982,943
851,516
North Carolina State
Plane 6.5 NAVD
88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.30
Organics ( %: Carbonates ( %):
Shell Hash ( %):
95.22
95.02
0.01
0.05
#230 - 0.28
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.07
0.07
0.07
0.07
5
-2.00
4.00
0.16
0.17
0.23
0.24
7
-1.50
2.83
0.41
0.43
0.64
0.67
10
-1.00
2.00
2.71
2.85
3.35
3.52
14
-0.50
1.41
3.01
3.16
6.36
6.68
18
0.00
1.00
7.02
7.37
13.38
14.05
25
0.50
0.71
7.49
7.87
20.87
21.92
35
1.00
0.50
6.39
6.71
27.26
28.63
45
1.50
0.35
6.94
7.29
34.20
35.92
60
2.00
0.25
18.56
19.49
52.76
55.41
80
2.50
0.18
31.76
33.35
84.52
88.76
120
3.00
0.13
9.82
10.31
94.34
99.07
170
3.50
0.09
0.55
0.58
94.89
99.65
200
3.75
0.07
0.05
0.05
94.94
99.70
230
4.00
0.06
0.02
0.02
94.96
99.72
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.80
2.43
2.29
1.86
0.73
0.12
-0.77
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.47
0.36
1.11
-0.96
3.02

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,983,013
851,556
North Carolina State
Plane 4.2 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.29
Organics ( %: Carbonates ( %):
Shell Hash ( %):
98.82
98.54
0.00
0.01
#230 - 0.29
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.11
0.11
0.11
0.11
10
-1.00
2.00
0.05
0.05
0.16
0.16
14
-0.50
1.41
0.08
0.08
0.24
0.24
18
0.00
1.00
0.40
0.40
0.64
0.64
25
0.50
0.71
1.52
1.54
2.16
2.18
35
1.00
0.50
4.80
4.86
6.96
7.04
45
1.50
0.35
13.84
14.01
20.80
21.05
60
2.00
0.25
33.27
33.67
54.07
54.72
80
2.50
0.18
34.15
34.56
88.22
89.28
120
3.00
0.13
9.41
9.52
97.63
98.80
170
3.50
0.09
0.80
0.81
98.43
99.61
200
3.75
0.07
0.10
0.10
98.53
99.71
230
4.00
0.06
0.00
0.00
98.53
99.71
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.80 2.42 2.29 1.93 1.56 1.32 0.79
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.88 0.27 0.59 -0.9 5.59

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,983,031
851,566
North Carolina State
Plane 1.6 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.42
Organics ( %: Carbonates ( %):
Shell Hash ( %):
96.34
95.99
0.00
0.04
#230 - 0.42
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.19
0.20
0.19
0.20
5
-2.00
4.00
0.10
0.10
0.29
0.30
7
-1.50
2.83
1.04
1.08
1.33
1.38
10
-1.00
2.00
2.86
2.97
4.19
4.35
14
-0.50
1.41
7.45
7.73
11.64
12.08
18
0.00
1.00
7.10
7.37
18.74
19.45
25
0.50
0.71
5.76
5.98
24.50
25.43
35
1.00
0.50
5.30
5.50
29.80
30.93
45
1.50
0.35
7.70
7.99
37.50
38.92
60
2.00
0.25
19.32
20.05
56.82
58.97
80
2.50
0.18
28.28
29.35
85.10
88.32
120
3.00
0.13
10.39
10.78
95.49
99.10
170
3.50
0.09
0.41
0.43
95.90
99.53
200
3.75
0.07
0.05
0.05
95.95
99.58
230
4.00
0.06
0.00
0.00
95.95
99.58
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.81 2.43 2.27 1.78 0.46 -0.23 -0.96
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.35 0.39 1.21 -0.86 2.6

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,981,709
853,731
North Carolina State
Plane -0.8 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.73
Organics ( %: Carbonates ( %):
Shell Hash ( %):
93.29
92.64
0.01
0.00
#230 - 0.73
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
1.02
1.09
1.02
1.09
3.5
-2.50
5.66
7.02
7.52
8.04
8.61
4
-2.25
4.76
3.01
3.23
11.05
11.84
5
-2.00
4.00
6.00
6.43
17.05
18.27
7
-1.50
2.83
10.12
10.85
27.17
29.12
10
-1.00
2.00
7.98
8.55
35.15
37.67
14
-0.50
1.41
7.10
7.61
42.25
45.28
18
0.00
1.00
6.08
6.52
48.33
51.80
25
0.50
0.71
5.07
5.43
53.40
57.23
35
1.00
0.50
3.76
4.03
57.16
61.26
45
1.50
0.35
4.37
4.68
61.53
65.94
60
2.00
0.25
9.80
10.50
71.33
76.44
80
2.50
0.18
15.19
16.28
86.52
92.72
120
3.00
0.13
5.92
6.35
92.44
99.07
170
3.50
0.09
0.16
0.17
92.60
99.24
200
3.75
0.07
0.03
0.03
92.63
99.27
230
4.00
0.06
0.00
0.00
92.63
99.27
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.68 2.23 1.93 -0.14 -1.69 -2.09 -2.74
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.01 0.99 1.86 0.01 1.55

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,983,074
851,593
North Carolina State
Plane -2.3 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.93
Organics ( %: Carbonates ( %):
Shell Hash ( %):
94.24
93.41
0.01
0.03
#230 - 0.92
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.44
0.47
0.44
0.47
5
-2.00
4.00
2.25
2.39
2.69
2.86
7
-1.50
2.83
3.47
3.68
6.16
6.54
10
-1.00
2.00
4.04
4.29
10.20
10.83
14
-0.50
1.41
6.82
7.24
17.02
18.07
18
0.00
1.00
7.86
8.34
24.88
26.41
25
0.50
0.71
7.41
7.86
32.29
34.27
35
1.00
0.50
6.97
7.40
39.26
41.67
45
1.50
0.35
7.11
7.54
46.37
49.21
60
2.00
0.25
13.20
14.01
59.57
63.22
80
2.50
0.18
24.55
26.05
84.12
89.27
120
3.00
0.13
8.84
9.38
92.96
98.65
170
3.50
0.09
0.38
0.40
93.34
99.05
200
3.75
0.07
0.02
0.02
93.36
99.07
230
4.00
0.06
0.01
0.01
93.37
99.08
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.81
2.40
2.23
1.53
-0.08
-0.64
-1.71
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.03
0.49
1.41
-0.64
2.23

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
SamSample Name:
P
KDH235 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,981,795
853,780
North Carolina State
Plane -5.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/1
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.31
Organics ( %: Carbonates ( %):
Shell Hash ( %):
90.68
89.59
0.01
0.02
#230 - 1.23
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.03
0.03
0.03
0.03
18
0.00
1.00
0.01
0.01
0.04
0.04
25
0.50
0.71
0.05
0.06
0.09
0.10
35
1.00
0.50
0.38
0.42
0.47
0.52
45
1.50
0.35
1.64
1.81
2.11
2.33
60
2.00
0.25
7.43
8.19
9.54
10.52
80
2.50
0.18
34.22
37.74
43.76
48.26
120
3.00
0.13
39.16
43.18
82.92
91.44
170
3.50
0.09
6.22
6.86
89.14
98.30
200
3.75
0.07
0.35
0.39
89.49
98.69
230
4.00
0.06
0.07
0.08
89.56
98.77
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.26
2.91
2.81
2.52
2.19
2.07
1.66
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.48
0.18
0.44
-0.74
5.35

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,983,611
851,903
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.43
Organics ( %: Carbonates ( %):
Shell Hash ( %):
79.85
78.82
0.01
0.04
#230 - 1.33
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
14
-0.50
1.41
0.02
0.03
0.03
0.04
18
0.00
1.00
0.06
0.08
0.09
0.12
25
0.50
0.71
0.27
0.34
0.36
0.46
35
1.00
0.50
0.76
0.95
1.12
1.41
45
1.50
0.35
1.54
1.93
2.66
3.34
60
2.00
0.25
4.81
6.02
7.47
9.36
80
2.50
0.18
23.52
29.46
30.99
38.82
120
3.00
0.13
39.08
48.94
70.07
87.76
170
3.50
0.09
8.28
10.37
78.35
98.13
200
3.75
0.07
0.35
0.44
78.70
98.57
230
4.00
0.06
0.08
0.10
78.78
98.67
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.35
2.96
2.87
2.61
2.27
2.11
1.64
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.54
0.17
0.49
-1.35
7.3

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #10 (- 12.5
)
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,983,854
852,043
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -3/1 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.83
Organics ( %: Carbonates ( %):
Shell Hash ( %):
80.75
79.43
0.01
0.00
#230 - 1.64
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.02
0.02
0.02
14
-0.50
1.41
0.07
0.09
0.09
0.11
18
0.00
1.00
0.11
0.14
0.20
0.25
25
0.50
0.71
0.21
0.26
0.41
0.51
35
1.00
0.50
0.89
1.10
1.30
1.61
45
1.50
0.35
1.62
2.01
2.92
3.62
60
2.00
0.25
5.37
6.65
8.29
10.27
80
2.50
0.18
27.53
34.09
35.82
44.36
120
3.00
0.13
37.19
46.06
73.01
90.42
170
3.50
0.09
5.82
7.21
78.83
97.63
200
3.75
0.07
0.44
0.54
79.27
98.17
230
4.00
0.06
0.15
0.19
79.42
98.36
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.32
2.93
2.83
2.56
2.22
2.08
1.60
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.48
0.18
0.49
-1.45
8.48

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #11 (- 15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,983,691
851,946
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.52
Organics ( %: Carbonates ( %):
Shell Hash ( %):
91.92
90.77
0.02
0.11
#230 - 1.39
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.10
0.11
0.10
0.11
4
-2.25
4.76
0.00
0.00
0.10
0.11
5
-2.00
4.00
0.03
0.03
0.13
0.14
7
-1.50
2.83
0.20
0.22
0.33
0.36
10
-1.00
2.00
0.10
0.11
0.43
0.47
14
-0.50
1.41
0.17
0.18
0.60
0.65
18
0.00
1.00
0.45
0.49
1.05
1.14
25
0.50
0.71
1.49
1.62
2.54
2.76
35
1.00
0.50
3.35
3.64
5.89
6.40
45
1.50
0.35
3.96
4.31
9.85
10.71
60
2.00
0.25
7.14
7.77
16.99
18.48
80
2.50
0.18
28.92
31.46
45.91
49.94
120
3.00
0.13
38.55
41.94
84.46
91.88
170
3.50
0.09
5.71
6.21
90.17
98.09
200
3.75
0.07
0.36
0.39
90.53
98.48
230
4.00
0.06
0.12
0.13
90.65
98.61
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.25
2.91
2.80
2.50
2.10
1.84
0.81
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.32
0.20
0.72
-2.08
10.12

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #12 (- 17.5
)
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,984,079
852,171
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -3/1 Comments:
Dry - 2.5Y -6/1
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.85
Organics ( %: Carbonates ( %):
Shell Hash ( %):
87.14
85.74
0.03
0.03
#230 - 1.68
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.02
0.02
0.02
14
-0.50
1.41
0.05
0.06
0.07
0.08
18
0.00
1.00
0.08
0.09
0.15
0.17
25
0.50
0.71
0.22
0.25
0.37
0.42
35
1.00
0.50
0.52
0.60
0.89
1.02
45
1.50
0.35
0.64
0.73
1.53
1.75
60
2.00
0.25
1.62
1.86
3.15
3.61
80
2.50
0.18
16.46
18.89
19.61
22.50
120
3.00
0.13
48.02
55.11
67.63
77.61
170
3.50
0.09
16.92
19.42
84.55
97.03
200
3.75
0.07
0.98
1.12
85.53
98.15
230
4.00
0.06
0.15
0.17
85.68
98.32
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.45
3.16
2.98
2.75
2.52
2.33
2.04
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.71
0.15
0.45
-1.79
11.83

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH235 #13 (- 20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,984,362
852,334
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/1 Comments:
Dry - 2.5Y -7/1
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.77
Organics ( %: Carbonates ( %):
Shell Hash ( %):
79.86
78.75
0.03
0.04
#230 - 1.44
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.03
0.02
0.03
7
-1.50
2.83
0.03
0.04
0.05
0.07
10
-1.00
2.00
0.15
0.19
0.20
0.26
14
-0.50
1.41
0.22
0.28
0.42
0.54
18
0.00
1.00
0.57
0.71
0.99
1.25
25
0.50
0.71
0.91
1.14
1.90
2.39
35
1.00
0.50
0.82
1.03
2.72
3.42
45
1.50
0.35
0.58
0.73
3.30
4.15
60
2.00
0.25
1.46
1.83
4.76
5.98
80
2.50
0.18
12.10
15.15
16.86
21.13
120
3.00
0.13
48.15
60.29
65.01
81.42
170
3.50
0.09
12.25
15.34
77.26
96.76
200
3.75
0.07
1.17
1.47
78.43
98.23
230
4.00
0.06
0.26
0.33
78.69
98.56
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.44
3.08
2.95
2.74
2.53
2.33
1.73
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.65
0.16
0.61
-2.95
15.62

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH260 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -14 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,984,118
849,293
North Carolina State
Plane 13.6 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.32
Organics ( %: Carbonates ( %):
Shell Hash ( %):
144.75
144.47
0.00
0.13
#230 - 0.32
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.12
0.08
0.12
0.08
10
-1.00
2.00
0.30
0.21
0.42
0.29
14
-0.50
1.41
2.20
1.52
2.62
1.81
18
0.00
1.00
9.71
6.71
12.33
8.52
25
0.50
0.71
18.84
13.02
31.17
21.54
35
1.00
0.50
39.24
27.11
70.41
48.65
45
1.50
0.35
38.81
26.81
109.22
75.46
60
2.00
0.25
25.72
17.77
134.94
93.23
80
2.50
0.18
8.21
5.67
143.15
98.90
120
3.00
0.13
0.98
0.68
144.13
99.58
170
3.50
0.09
0.13
0.09
144.26
99.67
200
3.75
0.07
0.02
0.01
144.28
99.68
230
4.00
0.06
0.00
0.00
144.28
99.68
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.16 1.74 1.49 1.03 0.56 0.29 -0.26
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1 0.50 0.7 -0.23 3.07

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,984,136
849,302
North Carolina State
Plane 10.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/4 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.31
Organics ( %: Carbonates ( %):
Shell Hash ( %):
100.23
99.95
0.01
0.03
#230 - 0.31
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.39
0.39
0.39
0.39
5
-2.00
4.00
0.15
0.15
0.54
0.54
7
-1.50
2.83
1.34
1.34
1.88
1.88
10
-1.00
2.00
1.20
1.20
3.08
3.08
14
-0.50
1.41
2.75
2.74
5.83
5.82
18
0.00
1.00
4.40
4.39
10.23
10.21
25
0.50
0.71
10.14
10.12
20.37
20.33
35
1.00
0.50
29.05
28.98
49.42
49.31
45
1.50
0.35
31.14
31.07
80.56
80.38
60
2.00
0.25
14.37
14.34
94.93
94.72
80
2.50
0.18
4.07
4.06
99.00
98.78
120
3.00
0.13
0.81
0.81
99.81
99.59
170
3.50
0.09
0.09
0.09
99.90
99.68
200
3.75
0.07
0.01
0.01
99.91
99.69
230
4.00
0.06
0.00
0.00
99.91
99.69
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.03 1.63 1.41 1.01 0.58 0.29 -0.65
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.92 0.53 0.8 -1.06 5.36

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,984,160
849,315
North Carolina State
Plane 9.2 NAVD
88
USCS:
Munsell: Wet - 2.5Y -4/4 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.20
Organics ( %: Carbonates ( %):
Shell Hash ( %):
102.19
102.02
0.01
0.04
#230 - 0.20
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.10
0.10
0.10
0.10
7
-1.50
2.83
0.54
0.53
0.64
0.63
10
-1.00
2.00
0.77
0.75
1.41
1.38
14
-0.50
1.41
2.24
2.19
3.65
3.57
18
0.00
1.00
6.20
6.07
9.85
9.64
25
0.50
0.71
19.22
18.81
29.07
28.45
35
1.00
0.50
37.99
37.18
67.06
65.63
45
1.50
0.35
20.94
20.49
88.00
86.12
60
2.00
0.25
10.36
10.14
98.36
96.26
80
2.50
0.18
2.99
2.93
101.35
99.19
120
3.00
0.13
0.57
0.56
101.92
99.75
170
3.50
0.09
0.04
0.04
101.96
99.79
200
3.75
0.07
0.01
0.01
101.97
99.80
230
4.00
0.06
0.00
0.00
101.97
99.80
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.94
1.45
1.23
0.79
0.41
0.17
-0.38
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.79
0.58
0.69
-0.32
4.34

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,984,195
849,333
North Carolina State
Plane 7.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.20
Organics ( %: Carbonates ( %):
Shell Hash ( %):
101.88
101.68
0.00
0.00
#230 - 0.20
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.15
0.15
0.15
0.15
10
-1.00
2.00
0.41
0.40
0.56
0.55
14
-0.50
1.41
0.91
0.89
1.47
1.44
18
0.00
1.00
2.79
2.74
4.26
4.18
25
0.50
0.71
6.11
6.00
10.37
10.18
35
1.00
0.50
14.27
14.01
24.64
24.19
45
1.50
0.35
23.62
23.18
48.26
47.37
60
2.00
0.25
30.89
30.32
79.15
77.69
80
2.50
0.18
19.90
19.53
99.05
97.22
120
3.00
0.13
2.50
2.45
101.55
99.67
170
3.50
0.09
0.09
0.09
101.64
99.76
200
3.75
0.07
0.04
0.04
101.68
99.80
230
4.00
0.06
0.00
0.00
101.68
99.80
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.44 2.16 1.96 1.54 1.02 0.71 0.07
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.43 0.37 0.73 -0.81 3.97

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,984,233
849,355
North Carolina State
Plane 1.2 NAVD
88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.54
Organics ( %: Carbonates ( %):
Shell Hash ( %):
176.73
175.98
0.00
0.10
#230 - 0.53
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.67
0.38
0.67
0.38
4
-2.25
4.76
0.93
0.53
1.60
0.91
5
-2.00
4.00
1.49
0.84
3.09
1.75
7
-1.50
2.83
3.43
1.94
6.52
3.69
10
-1.00
2.00
7.09
4.01
13.61
7.70
14
-0.50
1.41
22.38
12.66
35.99
20.36
18
0.00
1.00
37.60
21.28
73.59
41.64
25
0.50
0.71
40.99
23.19
114.58
64.83
35
1.00
0.50
29.44
16.66
144.02
81.49
45
1.50
0.35
13.17
7.45
157.19
88.94
60
2.00
0.25
11.21
6.34
168.40
95.28
80
2.50
0.18
6.47
3.66
174.87
98.94
120
3.00
0.13
0.83
0.47
175.70
99.41
170
3.50
0.09
0.09
0.05
175.79
99.46
200
3.75
0.07
0.00
0.00
175.79
99.46
230
4.00
0.06
0.01
0.01
175.80
99.47
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.98
1.17
0.81
0.18
-0.39
-0.67
-1.34
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.21
0.86
0.95
0.05
3.29

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,984,256
849,365
North Carolina State
Plane -0.6 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.36
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.23
82.13
0.00
0.05
#230 - 1.36
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.10
0.12
0.10
0.12
14
-0.50
1.41
0.13
0.16
0.23
0.28
18
0.00
1.00
0.34
0.41
0.57
0.69
25
0.50
0.71
0.99
1.19
1.56
1.88
35
1.00
0.50
4.00
4.81
5.56
6.69
45
1.50
0.35
10.38
12.47
15.94
19.16
60
2.00
0.25
21.62
25.98
37.56
45.14
80
2.50
0.18
31.13
37.40
68.69
82.54
120
3.00
0.13
13.01
15.63
81.70
98.17
170
3.50
0.09
0.35
0.42
82.05
98.59
200
3.75
0.07
0.04
0.05
82.09
98.64
230
4.00
0.06
0.00
0.00
82.09
98.64
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.90 2.55 2.40 2.06 1.61 1.37 0.82
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.96 0.26 0.6 -0.96 4.74

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH260 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,984,257
849,369
North Carolina State
Plane -2.0 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/2 Comments:
Dry - 5Y -6/1
SW
Washed - 5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.41
Organics ( %: Carbonates ( %):
Shell Hash ( %):
92.25
91.89
0.00
0.01
#230 - 0.41
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
4.63
5.02
4.63
5.02
5/16"
-3.00
8.00
1.01
1.09
5.64
6.11
3.5
-2.50
5.66
2.94
3.19
8.58
9.30
4
-2.25
4.76
2.04
2.21
10.62
11.51
5
-2.00
4.00
5.00
5.42
15.62
16.93
7
-1.50
2.83
9.80
10.62
25.42
27.55
10
-1.00
2.00
11.48
12.44
36.90
39.99
14
-0.50
1.41
16.05
17.40
52.95
57.39
18
0.00
1.00
14.90
16.15
67.85
73.54
25
0.50
0.71
7.36
7.98
75.21
81.52
35
1.00
0.50
3.77
4.09
78.98
85.61
45
1.50
0.35
2.74
2.97
81.72
88.58
60
2.00
0.25
4.66
5.05
86.38
93.63
80
2.50
0.18
4.67
5.06
91.05
98.69
120
3.00
0.13
0.78
0.85
91.83
99.54
170
3.50
0.09
0.04
0.04
91.87
99.58
200
3.75
0.07
0.01
0.01
91.88
99.59
230
4.00
0.06
0.00
0.00
91.88
99.59
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.14 0.80 0.09 -0.71 -1.62 -2.04 -3.50
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.68 1.60 1.47 0.14 2.9

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
SamSample Name:
P
KDH260 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,984,399
849,457
North Carolina State
Plane -5.0 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.14
Organics ( %: Carbonates ( %):
Shell Hash ( %):
163.88
162.09
0.01
0.03
#230 - 1.13
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.08
0.05
0.08
0.05
14
-0.50
1.41
0.25
0.15
0.33
0.20
18
0.00
1.00
0.52
0.32
0.85
0.52
25
0.50
0.71
1.03
0.63
1.88
1.15
35
1.00
0.50
2.87
1.75
4.75
2.90
45
1.50
0.35
3.29
2.01
8.04
4.91
60
2.00
0.25
25.31
15.44
33.35
20.35
80
2.50
0.18
68.09
41.55
101.44
61.90
120
3.00
0.13
54.79
33.43
156.23
95.33
170
3.50
0.09
5.57
3.40
161.80
98.73
200
3.75
0.07
0.22
0.13
162.02
98.86
230
4.00
0.06
0.01
0.01
162.03
98.87
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.00
2.83
2.70
2.36
2.06
1.86
1.50
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.3
0.20
0.53
-1.51
8.1

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,984,828
849,673
North Carolina State
Plane -9.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.40
Organics ( %: Carbonates ( %):
Shell Hash ( %):
83.86
82.73
0.00
0.04
#230 - 1.38
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.04
0.05
0.04
0.05
14
-0.50
1.41
0.02
0.02
0.06
0.07
18
0.00
1.00
0.11
0.13
0.17
0.20
25
0.50
0.71
0.52
0.62
0.69
0.82
35
1.00
0.50
2.13
2.54
2.82
3.36
45
1.50
0.35
3.77
4.50
6.59
7.86
60
2.00
0.25
10.54
12.57
17.13
20.43
80
2.50
0.18
30.95
36.91
48.08
57.34
120
3.00
0.13
30.75
36.67
78.83
94.01
170
3.50
0.09
3.73
4.45
82.56
98.46
200
3.75
0.07
0.12
0.14
82.68
98.60
230
4.00
0.06
0.02
0.02
82.70
98.62
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.11
2.86
2.74
2.40
2.06
1.82
1.18
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.32
0.20
0.56
-1.22
5.61

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #10 (- 12.5
)
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -18
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,984,902
849,712
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.16
Organics ( %: Carbonates ( %):
Shell Hash ( %):
88.26
87.29
0.02
0.00
#230 - 1.13
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.02
0.02
0.02
18
0.00
1.00
0.04
0.05
0.06
0.07
25
0.50
0.71
0.32
0.36
0.38
0.43
35
1.00
0.50
1.47
1.67
1.85
2.10
45
1.50
0.35
3.74
4.24
5.59
6.34
60
2.00
0.25
9.95
11.27
15.54
17.61
80
2.50
0.18
26.37
29.88
41.91
47.49
120
3.00
0.13
39.70
44.98
81.61
92.47
170
3.50
0.09
5.37
6.08
86.98
98.55
200
3.75
0.07
0.26
0.29
87.24
98.84
230
4.00
0.06
0.03
0.03
87.27
98.87
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.21
2.91
2.81
2.53
2.12
1.93
1.34
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.41
0.19
0.53
-1.11
4.88

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #11 (- 15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,985,206
849,876
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.33
Organics ( %: Carbonates ( %):
Shell Hash ( %):
81.31
80.31
0.01
0.02
#230 - 1.27
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.04
0.05
0.04
0.05
14
-0.50
1.41
0.01
0.01
0.05
0.06
18
0.00
1.00
0.09
0.11
0.14
0.17
25
0.50
0.71
0.40
0.49
0.54
0.66
35
1.00
0.50
1.96
2.41
2.50
3.07
45
1.50
0.35
4.50
5.53
7.00
8.60
60
2.00
0.25
12.13
14.92
19.13
23.52
80
2.50
0.18
27.44
33.75
46.57
57.27
120
3.00
0.13
29.88
36.75
76.45
94.02
170
3.50
0.09
3.49
4.29
79.94
98.31
200
3.75
0.07
0.29
0.36
80.23
98.67
230
4.00
0.06
0.05
0.06
80.28
98.73
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.11
2.86
2.74
2.39
2.02
1.75
1.17
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.3
0.20
0.57
-1.02
4.88

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #12 (- 17.5
)
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,985,356
849,953
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.37
Organics ( %: Carbonates ( %):
Shell Hash ( %):
89.70
88.61
0.00
0.01
#230 - 1.23
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
14
-0.50
1.41
0.03
0.03
0.04
0.04
18
0.00
1.00
0.06
0.07
0.10
0.11
25
0.50
0.71
0.24
0.27
0.34
0.38
35
1.00
0.50
0.91
1.01
1.25
1.39
45
1.50
0.35
2.25
2.51
3.50
3.90
60
2.00
0.25
7.39
8.24
10.89
12.14
80
2.50
0.18
41.48
46.24
52.37
58.38
120
3.00
0.13
32.43
36.15
84.80
94.53
170
3.50
0.09
3.36
3.75
88.16
98.28
200
3.75
0.07
0.31
0.35
88.47
98.63
230
4.00
0.06
0.13
0.14
88.60
98.77
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.06
2.85
2.73
2.41
2.14
2.04
1.57
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.39
0.19
0.46
-1.11
7.14

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH260 #13 (- 20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,985,455
850,007
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/1 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.61
Organics ( %: Carbonates ( %):
Shell Hash ( %):
80.95
79.81
0.01
0.04
#230 - 1.45
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.03
0.04
0.04
0.05
14
-0.50
1.41
0.02
0.02
0.06
0.07
18
0.00
1.00
0.07
0.09
0.13
0.16
25
0.50
0.71
0.06
0.07
0.19
0.23
35
1.00
0.50
0.12
0.15
0.31
0.38
45
1.50
0.35
0.33
0.41
0.64
0.79
60
2.00
0.25
2.63
3.25
3.27
4.04
80
2.50
0.18
34.85
43.05
38.12
47.09
120
3.00
0.13
37.68
46.55
75.80
93.64
170
3.50
0.09
3.51
4.34
79.31
97.98
200
3.75
0.07
0.33
0.41
79.64
98.39
230
4.00
0.06
0.13
0.16
79.77
98.55
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.16
2.90
2.80
2.53
2.24
2.14
2.01
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.51
0.18
0.37
-1.33
14.26

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH290 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -14 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,985,624
846,715
North Carolina State
Plane 16.7 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.34
Organics ( %: Carbonates ( %):
Shell Hash ( %):
139.02
138.77
0.00
0.15
#230 - 0.33
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.10
0.07
0.10
0.07
14
-0.50
1.41
0.63
0.45
0.73
0.52
18
0.00
1.00
3.55
2.55
4.28
3.07
25
0.50
0.71
13.68
9.84
17.96
12.91
35
1.00
0.50
30.51
21.95
48.47
34.86
45
1.50
0.35
28.08
20.20
76.55
55.06
60
2.00
0.25
34.05
24.49
110.60
79.55
80
2.50
0.18
22.74
16.36
133.34
95.91
120
3.00
0.13
4.78
3.44
138.12
99.35
170
3.50
0.09
0.39
0.28
138.51
99.63
200
3.75
0.07
0.04
0.03
138.55
99.66
230
4.00
0.06
0.01
0.01
138.56
99.67
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.47 2.14 1.91 1.37 0.78 0.57 0.10
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.34 0.40 0.74 -0.16 2.55

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH290 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,985,642
846,725
North Carolina State
Plane 12.0 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -6/2
SP
Washed - 5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.58
Organics ( %: Carbonates ( %):
Shell Hash ( %):
108.35
108.00
0.01
0.23
#230 - 0.57
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.30
0.28
0.30
0.28
10
-1.00
2.00
0.24
0.22
0.54
0.50
14
-0.50
1.41
1.37
1.26
1.91
1.76
18
0.00
1.00
4.24
3.91
6.15
5.67
25
0.50
0.71
10.03
9.26
16.18
14.93
35
1.00
0.50
24.90
22.98
41.08
37.91
45
1.50
0.35
25.31
23.36
66.39
61.27
60
2.00
0.25
23.51
21.70
89.90
82.97
80
2.50
0.18
13.96
12.88
103.86
95.85
120
3.00
0.13
3.17
2.93
107.03
98.78
170
3.50
0.09
0.61
0.56
107.64
99.34
200
3.75
0.07
0.09
0.08
107.73
99.42
230
4.00
0.06
0.01
0.01
107.74
99.43
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.47 2.04 1.82 1.26 0.72 0.52 -0.09
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.24 0.42 0.78 -0.28 3.33

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH290 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,985,681
846,745
North Carolina State
Plane 7.1 NAVD
88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -6/1
SW
Washed - 5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 0.41
Organics ( %: Carbonates ( %):
Shell Hash ( %):
92.09
91.84
0.00
0.13
#230 - 0.41
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-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
0.94
1.02
0.94
1.02
10
-1.00
2.00
12.64
13.73
13.58
14.75
14
-0.50
1.41
18.56
20.15
32.14
34.90
18
0.00
1.00
14.13
15.34
46.27
50.24
25
0.50
0.71
15.27
16.58
61.54
66.82
35
1.00
0.50
16.50
17.92
78.04
84.74
45
1.50
0.35
5.74
6.23
83.78
90.97
60
2.00
0.25
5.28
5.73
89.06
96.70
80
2.50
0.18
1.86
2.02
90.92
98.72
120
3.00
0.13
0.69
0.75
91.61
99.47
170
3.50
0.09
0.10
0.11
91.71
99.58
200
3.75
0.07
0.01
0.01
91.72
99.59
230
4.00
0.06
0.00
0.00
91.72
99.59
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.85
0.98
0.73
-0.01
-0.75
-0.97
-1.36
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.05
0.97
0.96
0.45
2.63

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH290 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,985,716
846,764
North Carolina State
Plane 6.4 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.65
Organics ( %: Carbonates ( %):
Shell Hash ( %):
130.21
129.62
0.00
0.18
#230 - 0.65
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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 1/2"
-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
0.12
0.09
0.12
0.09
10
-1.00
2.00
0.75
0.58
0.87
0.67
14
-0.50
1.41
2.19
1.68
3.06
2.35
18
0.00
1.00
3.86
2.96
6.92
5.31
25
0.50
0.71
11.51
8.84
18.43
14.15
35
1.00
0.50
19.08
14.65
37.51
28.80
45
1.50
0.35
18.95
14.55
56.46
43.35
60
2.00
0.25
33.42
25.67
89.88
69.02
80
2.50
0.18
32.61
25.04
122.49
94.06
120
3.00
0.13
6.58
5.05
129.07
99.11
170
3.50
0.09
0.25
0.19
129.32
99.30
200
3.75
0.07
0.06
0.05
129.38
99.35
230
4.00
0.06
0.00
0.00
129.38
99.35
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.59 2.30 2.12 1.63 0.87 0.56 -0.05
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.45 0.37 0.84 -0.71 3.14

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH290 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,985,757
846,785
North Carolina State
Plane 1.2 NAVD
88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.51
Organics ( %: Carbonates ( %):
Shell Hash ( %):
103.85
103.55
0.00
0.20
#230 - 0.50
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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 1/2"
-2.50
5.66
2.05
1.97
2.05
1.97
4
-2.25
4.76
0.00
0.00
2.05
1.97
5
-2.00
4.00
2.41
2.32
4.46
4.29
7
-1.50
2.83
6.11
5.88
10.57
10.17
10
-1.00
2.00
11.26
10.84
21.83
21.01
14
-0.50
1.41
16.69
16.07
38.52
37.08
18
0.00
1.00
19.19
18.48
57.71
55.56
25
0.50
0.71
14.29
13.76
72.00
69.32
35
1.00
0.50
10.57
10.18
82.57
79.50
45
1.50
0.35
5.15
4.96
87.72
84.46
60
2.00
0.25
6.72
6.47
94.44
90.93
80
2.50
0.18
7.43
7.15
101.87
98.08
120
3.00
0.13
1.39
1.34
103.26
99.42
170
3.50
0.09
0.07
0.07
103.33
99.49
200
3.75
0.07
0.00
0.00
103.33
99.49
230
4.00
0.06
0.01
0.01
103.34
99.50
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.28 1.45 0.78 -0.15 -0.88 -1.23 -1.94
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.02 1.01 1.24 0.26 2.57

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH290 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,985,769
846,792
North Carolina State
Plane -0.4 NAVD 88
USCS:
Munsell: Wet
- 5Y -6/1 Comments:
Dry
- 5Y -7/2
SW
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.71
Organics ( %: Carbonates ( %):
Shell Hash ( %):
134.49
133.74
0.00
0.14
#230 - 0.71
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
1.72
1.28
1.72
1.28
3.5
-2.50
5.66
11.29
8.39
13.01
9.67
4
-2.25
4.76
6.53
4.86
19.54
14.53
5
-2.00
4.00
6.09
4.53
25.63
19.06
7
-1.50
2.83
14.15
10.52
39.78
29.58
10
-1.00
2.00
10.17
7.56
49.95
37.14
14
-0.50
1.41
12.71
9.45
62.66
46.59
18
0.00
1.00
13.09
9.73
75.75
56.32
25
0.50
0.71
11.29
8.39
87.04
64.71
35
1.00
0.50
11.70
8.70
98.74
73.41
45
1.50
0.35
9.08
6.75
107.82
80.16
60
2.00
0.25
11.61
8.63
119.43
88.79
80
2.50
0.18
11.68
8.68
131.11
97.47
120
3.00
0.13
2.31
1.72
133.42
99.19
170
3.50
0.09
0.12
0.09
133.54
99.28
200
3.75
0.07
0.01
0.01
133.55
99.29
230
4.00
0.06
0.00
0.00
133.55
99.29
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.36 1.72 1.12 -0.32 -1.72 -2.17 -2.78
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.29 1.22 1.64 0.08 1.85

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH290 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,985,780
846,797
North Carolina State
Plane -2.0 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.48
Organics ( %: Carbonates ( %):
Shell Hash ( %):
125.56
125.09
0.00
0.10
#230 - 0.48
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
2.25
1.79
2.25
1.79
5/16"
-3.00
8.00
2.14
1.70
4.39
3.49
3.5
-2.50
5.66
8.93
7.11
13.32
10.60
4
-2.25
4.76
5.14
4.09
18.46
14.69
5
-2.00
4.00
9.89
7.88
28.35
22.57
7
-1.50
2.83
30.12
23.99
58.47
46.56
10
-1.00
2.00
31.76
25.29
90.23
71.85
14
-0.50
1.41
18.61
14.82
108.84
86.67
18
0.00
1.00
4.06
3.23
112.90
89.90
25
0.50
0.71
0.83
0.66
113.73
90.56
35
1.00
0.50
0.59
0.47
114.32
91.03
45
1.50
0.35
0.80
0.64
115.12
91.67
60
2.00
0.25
2.43
1.94
117.55
93.61
80
2.50
0.18
5.20
4.14
122.75
97.75
120
3.00
0.13
2.10
1.67
124.85
99.42
170
3.50
0.09
0.11
0.09
124.96
99.51
200
3.75
0.07
0.01
0.01
124.97
99.52
230
4.00
0.06
0.00
0.00
124.97
99.52
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.17 -0.59 -0.89 -1.43 -1.95 -2.21 -2.89
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -1.25 2.38 1.28 1.39 5.43

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
SamSample Name:
P
KDH290 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,985,811
846,809
North Carolina State
Plane -5.1 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.21
Organics ( %: Carbonates ( %):
Shell Hash ( %):
128.21
127.00
0.00
0.08
#230 - 1.04
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.51
0.40
0.51
0.40
4
-2.25
4.76
0.22
0.17
0.73
0.57
5
-2.00
4.00
0.16
0.12
0.89
0.69
7
-1.50
2.83
0.61
0.48
1.50
1.17
10
-1.00
2.00
0.80
0.62
2.30
1.79
14
-0.50
1.41
0.85
0.66
3.15
2.45
18
0.00
1.00
1.04
0.81
4.19
3.26
25
0.50
0.71
0.99
0.77
5.18
4.03
35
1.00
0.50
1.89
1.47
7.07
5.50
45
1.50
0.35
3.93
3.07
11.00
8.57
60
2.00
0.25
13.55
10.57
24.55
19.14
80
2.50
0.18
57.98
45.22
82.53
64.36
120
3.00
0.13
40.80
31.82
123.33
96.18
170
3.50
0.09
3.35
2.61
126.68
98.79
200
3.75
0.07
0.00
0.00
126.68
98.79
230
4.00
0.06
0.22
0.17
126.90
98.96
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.98 2.81 2.67 2.34 2.06 1.85 0.83
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 2.2 0.22 0.81 -3.09 15.62

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH290 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,985,994
846,887
North Carolina State
Plane -9.1 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.11
Organics ( %: Carbonates ( %):
Shell Hash ( %):
147.18
145.84
0.00
0.18
#230 - 1.09
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.86
0.58
0.86
0.58
5
-2.00
4.00
0.43
0.29
1.29
0.87
7
-1.50
2.83
2.09
1.42
3.38
2.29
10
-1.00
2.00
2.20
1.49
5.58
3.78
14
-0.50
1.41
3.19
2.17
8.77
5.95
18
0.00
1.00
4.33
2.94
13.10
8.89
25
0.50
0.71
7.22
4.91
20.32
13.80
35
1.00
0.50
14.15
9.61
34.47
23.41
45
1.50
0.35
14.27
9.70
48.74
33.11
60
2.00
0.25
22.93
15.58
71.67
48.69
80
2.50
0.18
38.59
26.22
110.26
74.91
120
3.00
0.13
30.94
21.02
141.20
95.93
170
3.50
0.09
4.15
2.82
145.35
98.75
200
3.75
0.07
0.20
0.14
145.55
98.89
230
4.00
0.06
0.03
0.02
145.58
98.91
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.98 2.72 2.50 2.02 1.08 0.61 -0.72
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.67 0.31 1.14 -1.25 4.36

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH290 #10 (- 12.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,986,086
847,000
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.55
Organics ( %: Carbonates ( %):
Shell Hash ( %):
113.34
111.77
0.02
0.05
#230 - 1.46
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.08
0.07
0.08
0.07
7
-1.50
2.83
0.00
0.00
0.08
0.07
10
-1.00
2.00
0.00
0.00
0.08
0.07
14
-0.50
1.41
0.10
0.09
0.18
0.16
18
0.00
1.00
0.10
0.09
0.28
0.25
25
0.50
0.71
0.18
0.16
0.46
0.41
35
1.00
0.50
0.74
0.65
1.20
1.06
45
1.50
0.35
0.91
0.80
2.11
1.86
60
2.00
0.25
12.84
11.33
14.95
13.19
80
2.50
0.18
42.71
37.68
57.66
50.87
120
3.00
0.13
44.67
39.41
102.33
90.28
170
3.50
0.09
8.70
7.68
111.03
97.96
200
3.75
0.07
0.56
0.49
111.59
98.45
230
4.00
0.06
0.10
0.09
111.69
98.54
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.31
2.92
2.81
2.49
2.16
2.04
1.64
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.45
0.18
0.49
-1.4
11.56

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH290 #11 (- 15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,986,592
847,225
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.48
Organics ( %: Carbonates ( %):
Shell Hash ( %):
106.86
105.57
0.02
0.08
#230 - 1.31
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
18
0.00
1.00
0.02
0.02
0.03
0.03
25
0.50
0.71
0.09
0.08
0.12
0.11
35
1.00
0.50
0.51
0.48
0.63
0.59
45
1.50
0.35
1.70
1.59
2.33
2.18
60
2.00
0.25
5.87
5.49
8.20
7.67
80
2.50
0.18
29.05
27.19
37.25
34.86
120
3.00
0.13
53.69
50.24
90.94
85.10
170
3.50
0.09
13.31
12.46
104.25
97.56
200
3.75
0.07
1.03
0.96
105.28
98.52
230
4.00
0.06
0.18
0.17
105.46
98.69
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.40
2.99
2.90
2.65
2.32
2.15
1.76
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.59
0.17
0.45
-0.87
5.47

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH290 #12 (- 17.5 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -20 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,986,754
847,311
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell:
Wet - 5Y -5/1 Comments:
Dry - 5Y -6/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 1.40
Organics ( %: Carbonates ( %):
Shell Hash ( %):
123.68
122.02
0.01
0.00
#230 - 1.37
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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 1/2"
-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
0.06
0.05
0.06
0.05
10
-1.00
2.00
0.03
0.02
0.09
0.07
14
-0.50
1.41
0.08
0.06
0.17
0.13
18
0.00
1.00
0.29
0.23
0.46
0.36
25
0.50
0.71
0.80
0.65
1.26
1.01
35
1.00
0.50
2.98
2.41
4.24
3.42
45
1.50
0.35
6.67
5.39
10.91
8.81
60
2.00
0.25
19.99
16.16
30.90
24.97
80
2.50
0.18
51.63
41.74
82.53
66.71
120
3.00
0.13
35.62
28.80
118.15
95.51
170
3.50
0.09
3.65
2.95
121.80
98.46
200
3.75
0.07
0.17
0.14
121.97
98.60
230
4.00
0.06
0.04
0.03
122.01
98.63
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.99 2.80 2.64 2.30 2.00 1.72 1.15
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 2.23 0.21 0.56 -1.23 6.48

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH290 #13 (- 20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -20 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,986,914
847,396
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet - 5Y -5/1 Comments:
Dry - 5Y -6/1
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.42
Organics ( %: Carbonates ( %):
Shell Hash ( %):
109.52
108.09
0.01
0.01
#230 - 1.33
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.05
0.05
0.05
0.05
14
-0.50
1.41
0.06
0.05
0.11
0.10
18
0.00
1.00
0.12
0.11
0.23
0.21
25
0.50
0.71
0.18
0.16
0.41
0.37
35
1.00
0.50
0.55
0.50
0.96
0.87
45
1.50
0.35
1.35
1.23
2.31
2.10
60
2.00
0.25
6.54
5.97
8.85
8.07
80
2.50
0.18
44.98
41.07
53.83
49.14
120
3.00
0.13
48.00
43.83
101.83
92.97
170
3.50
0.09
5.64
5.15
107.47
98.12
200
3.75
0.07
0.50
0.46
107.97
98.58
230
4.00
0.06
0.10
0.09
108.07
98.67
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.20
2.90
2.80
2.51
2.21
2.10
1.74
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.47
0.18
0.43
-1.42
10.54

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH320 #01 Dune
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -19 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,987,166
844,132
North Carolina State
Plane 20.1 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/1 Comments:
Dry - 5Y -7/2
SP
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.30
Organics ( %: Carbonates ( %):
Shell Hash ( %):
136.74
136.43
0.00
0.05
#230 - 0.29
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.06
0.04
0.06
0.04
14
-0.50
1.41
1.52
1.11
1.58
1.15
18
0.00
1.00
8.42
6.16
10.00
7.31
25
0.50
0.71
15.25
11.15
25.25
18.46
35
1.00
0.50
32.83
24.01
58.08
42.47
45
1.50
0.35
31.51
23.04
89.59
65.51
60
2.00
0.25
29.21
21.36
118.80
86.87
80
2.50
0.18
15.56
11.38
134.36
98.25
120
3.00
0.13
1.82
1.33
136.18
99.58
170
3.50
0.09
0.15
0.11
136.33
99.69
200
3.75
0.07
0.02
0.01
136.35
99.70
230
4.00
0.06
0.01
0.01
136.36
99.71
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.36 1.93 1.72 1.16 0.64 0.39 -0.19
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.15 0.45 0.74 -0.18 2.6

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH320 #02 DuneToe
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -19 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,987,194
844,145
North Carolina State
Plane 12.4 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/3 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -8/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.56
Organics ( %: Carbonates ( %):
Shell Hash ( %):
96.86
96.39
0.00
0.07
#230 - 0.55
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.20
0.21
0.20
0.21
10
-1.00
2.00
0.48
0.50
0.68
0.71
14
-0.50
1.41
3.24
3.35
3.92
4.06
18
0.00
1.00
8.59
8.87
12.51
12.93
25
0.50
0.71
13.05
13.47
25.56
26.40
35
1.00
0.50
25.25
26.07
50.81
52.47
45
1.50
0.35
24.25
25.04
75.06
77.51
60
2.00
0.25
14.58
15.05
89.64
92.56
80
2.50
0.18
5.65
5.83
95.29
98.39
120
3.00
0.13
0.93
0.96
96.22
99.35
170
3.50
0.09
0.09
0.09
96.31
99.44
200
3.75
0.07
0.00
0.00
96.31
99.44
230
4.00
0.06
0.01
0.01
96.32
99.45
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.21 1.72 1.45 0.95 0.45 0.11 -0.45
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.91 0.53 0.77 -0.25 3.01

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH320 #03 MidBerm
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -14 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: SMT
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,987,217
844,158
North Carolina State
Plane 10.6 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/3 Comments:
Dry - 2.5Y -6/2
SP
Washed - 2.5Y -7/3
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.25
Organics ( %: Carbonates ( %):
Shell Hash ( %):
85.29
84.24
0.00
0.00
#230 - 1.24
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.06
0.07
0.06
0.07
10
-1.00
2.00
0.52
0.61
0.58
0.68
14
-0.50
1.41
1.97
2.31
2.55
2.99
18
0.00
1.00
8.29
9.72
10.84
12.71
25
0.50
0.71
19.89
23.32
30.73
36.03
35
1.00
0.50
32.80
38.46
63.53
74.49
45
1.50
0.35
14.80
17.35
78.33
91.84
60
2.00
0.25
5.04
5.91
83.37
97.75
80
2.50
0.18
0.70
0.82
84.07
98.57
120
3.00
0.13
0.13
0.15
84.20
98.72
170
3.50
0.09
0.02
0.02
84.22
98.74
200
3.75
0.07
0.01
0.01
84.23
98.75
230
4.00
0.06
0.01
0.01
84.24
98.76
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.77
1.27
1.01
0.68
0.26
0.07
-0.40
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.65
0.64
0.6
-0.11
3.77

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH320 #04 BermCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -13 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,987,247
844,175
North Carolina State
Plane 8.9 NAVD 88
USCS:
Munsell: Wet - 2.5Y -6/3 Comments:
Dry - 2.5Y -7/3
SP
Washed - 2.5Y -7/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.32
Organics ( %: Carbonates ( %):
Shell Hash ( %):
98.57
98.28
0.00
0.02
#230 - 0.32
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.15
0.15
0.15
0.15
10
-1.00
2.00
0.09
0.09
0.24
0.24
14
-0.50
1.41
0.60
0.61
0.84
0.85
18
0.00
1.00
1.88
1.91
2.72
2.76
25
0.50
0.71
8.32
8.44
11.04
11.20
35
1.00
0.50
25.57
25.94
36.61
37.14
45
1.50
0.35
31.04
31.49
67.65
68.63
60
2.00
0.25
20.09
20.38
87.74
89.01
80
2.50
0.18
7.99
8.11
95.73
97.12
120
3.00
0.13
2.40
2.43
98.13
99.55
170
3.50
0.09
0.12
0.12
98.25
99.67
200
3.75
0.07
0.01
0.01
98.26
99.68
230
4.00
0.06
0.00
0.00
98.26
99.68
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.37 1.88 1.66 1.20 0.77 0.59 0.13
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.21 0.43 0.65 -0.12 3.75

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH320 #05 MHW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -22 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,987,287
844,196
North Carolina State
Plane 1.2 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -7/2
SW
Washed - 5Y -7/1
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.71
Organics ( %: Carbonates ( %):
Shell Hash ( %):
122.58
121.96
0.01
0.20
#230 - 0.70
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
2.92
2.38
2.92
2.38
3.5
-2.50
5.66
3.61
2.95
6.53
5.33
4
-2.25
4.76
1.67
1.36
8.20
6.69
5
-2.00
4.00
2.73
2.23
10.93
8.92
7
-1.50
2.83
3.60
2.94
14.53
11.86
10
-1.00
2.00
8.31
6.78
22.84
18.64
14
-0.50
1.41
19.07
15.56
41.91
34.20
18
0.00
1.00
26.24
21.41
68.15
55.61
25
0.50
0.71
18.45
15.05
86.60
70.66
35
1.00
0.50
10.10
8.24
96.70
78.90
45
1.50
0.35
4.34
3.54
101.04
82.44
60
2.00
0.25
6.55
5.34
107.59
87.78
80
2.50
0.18
10.09
8.23
117.68
96.01
120
3.00
0.13
3.72
3.03
121.40
99.04
170
3.50
0.09
0.29
0.24
121.69
99.28
200
3.75
0.07
0.01
0.01
121.70
99.29
230
4.00
0.06
0.01
0.01
121.71
99.30
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.44 1.65 0.76 -0.13 -0.80 -1.19 -2.56
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.03 1.02 1.38 0.02 2.89

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH320 #06 MTL
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -14 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,987,301
844,204
North Carolina State
Plane -0.4 NAVD 88
USCS:
Munsell: Wet
- 5Y -6/1 Comments:
Dry
- 5Y -7/2
SW
Washed
- 5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.44
Organics ( %: Carbonates ( %):
Shell Hash ( %):
153.02
152.43
0.00
0.08
#230 - 0.44
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
6.16
4.03
6.16
4.03
5/16"
-3.00
8.00
8.65
5.65
14.81
9.68
3.5
-2.50
5.66
14.75
9.64
29.56
19.32
4
-2.25
4.76
5.18
3.39
34.74
22.71
5
-2.00
4.00
12.13
7.93
46.87
30.64
7
-1.50
2.83
17.51
11.44
64.38
42.08
10
-1.00
2.00
13.02
8.51
77.40
50.59
14
-0.50
1.41
14.63
9.56
92.03
60.15
18
0.00
1.00
12.91
8.44
104.94
68.59
25
0.50
0.71
8.52
5.57
113.46
74.16
35
1.00
0.50
7.45
4.87
120.91
79.03
45
1.50
0.35
5.63
3.68
126.54
82.71
60
2.00
0.25
8.37
5.47
134.91
88.18
80
2.50
0.18
11.45
7.48
146.36
95.66
120
3.00
0.13
5.41
3.54
151.77
99.20
170
3.50
0.09
0.50
0.33
152.27
99.53
200
3.75
0.07
0.04
0.03
152.31
99.56
230
4.00
0.06
0.00
0.00
152.31
99.56
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.46 1.62 0.59 -1.03 -2.18 -2.67 -3.41
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.78 1.72 1.82 0.37 2.11

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH320 #07 MLW
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -18 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,987,340
844,230
North Carolina State
Plane -2.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/3 Comments:
Dry - 2.5Y -7/2
SW
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.89
Organics ( %: Carbonates ( %):
Shell Hash ( %):
90.14
89.37
0.01
0.02
#230 - 0.89
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.49
0.54
0.49
0.54
4
-2.25
4.76
2.30
2.55
2.79
3.09
5
-2.00
4.00
4.39
4.87
7.18
7.96
7
-1.50
2.83
4.79
5.31
11.97
13.27
10
-1.00
2.00
4.56
5.06
16.53
18.33
14
-0.50
1.41
5.51
6.11
22.04
24.44
18
0.00
1.00
6.47
7.18
28.51
31.62
25
0.50
0.71
5.34
5.92
33.85
37.54
35
1.00
0.50
5.49
6.09
39.34
43.63
45
1.50
0.35
6.63
7.36
45.97
50.99
60
2.00
0.25
11.87
13.17
57.84
64.16
80
2.50
0.18
22.54
25.01
80.38
89.17
120
3.00
0.13
8.66
9.61
89.04
98.78
170
3.50
0.09
0.29
0.32
89.33
99.10
200
3.75
0.07
0.01
0.01
89.34
99.11
230
4.00
0.06
0.00
0.00
89.34
99.11
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.80 2.40 2.22 1.43 -0.46 -1.23 -2.15
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.83 0.56 1.62 -0.6 2.01

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
SamSample Name:
P
KDH320 #08 Trough
g
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -23 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,987,409
844,260
North Carolina State
Plane -5.0 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -6/1
SW
Washed - 5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.86
Organics ( %: Carbonates ( %):
Shell Hash ( %):
108.88
108.07
0.00
0.12
#230 - 0.85
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
0.07
0.06
0.07
0.06
7
-1.50
2.83
0.64
0.59
0.71
0.65
10
-1.00
2.00
1.82
1.67
2.53
2.32
14
-0.50
1.41
3.97
3.65
6.50
5.97
18
0.00
1.00
6.67
6.13
13.17
12.10
25
0.50
0.71
6.88
6.32
20.05
18.42
35
1.00
0.50
6.63
6.09
26.68
24.51
45
1.50
0.35
6.16
5.66
32.84
30.17
60
2.00
0.25
13.25
12.17
46.09
42.34
80
2.50
0.18
34.70
31.87
80.79
74.21
120
3.00
0.13
24.80
22.78
105.59
96.99
170
3.50
0.09
2.25
2.07
107.84
99.06
200
3.75
0.07
0.09
0.08
107.93
99.14
230
4.00
0.06
0.01
0.01
107.94
99.15
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.96 2.71 2.52 2.12 1.04 0.31 -0.63
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.7 0.31 1.13 -1.06 3.16

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills,
NC
Sample Name:
KDH320 #09 BarCrest
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
05 -23 -14
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM
ph [phone]
Easting (ft):
Northing
(ft):
Coordinate System:
Elevation (ft):
2,987,471
844,277
North Carolina State
Plane -9.4 NAVD 88
USCS:
Munsell:
Wet - 5Y -6/2 Comments:
Dry - 5Y -6/1
SW
Washed - 5Y -7/2
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /):
#20 - 0.74
Organics ( %: Carbonates ( %):
Shell Hash ( %):
176.86
175.84
0.00
0.16
#230 - 0.74
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams C.
% Weight
(Phi)
(Millimeters)
Retained
Retained
Retained Retained
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
2.21
1.25
2.21
1.25
3.5
-2.50
5.66
1.85
1.05
4.06
2.30
4
-2.25
4.76
4.34
2.45
8.40
4.75
5
-2.00
4.00
5.13
2.90
13.53
7.65
7
-1.50
2.83
14.32
8.10
27.85
15.75
10
-1.00
2.00
17.43
9.86
45.28
25.61
14
-0.50
1.41
21.30
12.04
66.58
37.65
18
0.00
1.00
29.84
16.87
96.42
54.52
25
0.50
0.71
35.21
19.91
131.63
74.43
35
1.00
0.50
19.64
11.10
151.27
85.53
45
1.50
0.35
5.40
3.05
156.67
88.58
60
2.00
0.25
7.21
4.08
163.88
92.66
80
2.50
0.18
6.84
3.87
170.72
96.53
120
3.00
0.13
4.40
2.49
175.12
99.02
170
3.50
0.09
0.41
0.23
175.53
99.25
200
3.75
0.07
0.02
0.01
175.55
99.26
230
4.00
0.06
0.00
0.00
175.55
99.26
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.30 0.93 0.53 -0.13 -1.03 -1.49 -2.23
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics -0.18 1.13 1.26 0.15 2.96

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH320 #10 (- 12.5
)
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,987,951
844,549
North Carolina State
Plane -12.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -5/2 Comments:
Dry - 2.5Y -7/2
SP
Washed - 2.5Y -8/2
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.14
Organics ( %: Carbonates ( %):
Shell Hash ( %):
90.19
89.25
0.01
0.02
#230 - 1.06
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.02
0.02
0.02
18
0.00
1.00
0.10
0.11
0.12
0.13
25
0.50
0.71
0.39
0.43
0.51
0.56
35
1.00
0.50
2.36
2.62
2.87
3.18
45
1.50
0.35
3.96
4.39
6.83
7.57
60
2.00
0.25
10.62
11.78
17.45
19.35
80
2.50
0.18
35.26
39.10
52.71
58.45
120
3.00
0.13
31.24
34.64
83.95
93.09
170
3.50
0.09
4.87
5.40
88.82
98.49
200
3.75
0.07
0.33
0.37
89.15
98.86
230
4.00
0.06
0.07
0.08
89.22
98.94
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.18
2.87
2.74
2.39
2.07
1.86
1.21
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.33
0.20
0.55
-1.01
4.9

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH320 #11 (- 15 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,988,072
844,612
North Carolina State
Plane -15.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/1 Comments:
Dry - 2.5Y -7/1
SP
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.82
Organics ( %: Carbonates ( %):
Shell Hash ( %):
78.07
76.93
0.02
0.01
#230 - 1.50
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.26
0.33
0.26
0.33
7
-1.50
2.83
0.15
0.19
0.41
0.52
10
-1.00
2.00
0.07
0.09
0.48
0.61
14
-0.50
1.41
0.10
0.13
0.58
0.74
18
0.00
1.00
0.13
0.17
0.71
0.91
25
0.50
0.71
0.10
0.13
0.81
1.04
35
1.00
0.50
0.19
0.24
1.00
1.28
45
1.50
0.35
0.57
0.73
1.57
2.01
60
2.00
0.25
2.89
3.70
4.46
5.71
80
2.50
0.18
28.96
37.09
33.42
42.80
120
3.00
0.13
37.40
47.91
70.82
90.71
170
3.50
0.09
5.18
6.64
76.00
97.35
200
3.75
0.07
0.65
0.83
76.65
98.18
230
4.00
0.06
0.25
0.32
76.90
98.50
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.32
2.93
2.84
2.58
2.26
2.14
1.90
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.51
0.18
0.55
-3.79
30.3

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH320 #12 (- 17.5
)
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: DA
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,988,123
844,639
North Carolina State
Plane -17.5 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/1 Comments:
Dry - 2.5Y -6/1
SW
Washed - 2.5Y -7/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.67
Organics ( %: Carbonates ( %):
Shell Hash ( %):
88.15
86.90
0.01
0.00
#230 - 1.43
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.94
1.07
0.94
1.07
3.5
-2.50
5.66
1.51
1.71
2.45
2.78
4
-2.25
4.76
0.93
1.06
3.38
3.84
5
-2.00
4.00
1.00
1.13
4.38
4.97
7
-1.50
2.83
1.03
1.17
5.41
6.14
10
-1.00
2.00
0.59
0.67
6.00
6.81
14
-0.50
1.41
0.53
0.60
6.53
7.41
18
0.00
1.00
0.35
0.40
6.88
7.81
25
0.50
0.71
0.36
0.41
7.24
8.22
35
1.00
0.50
0.53
0.60
7.77
8.82
45
1.50
0.35
0.92
1.04
8.69
9.86
60
2.00
0.25
4.62
5.24
13.31
15.10
80
2.50
0.18
32.76
37.16
46.07
52.26
120
3.00
0.13
33.75
38.29
79.82
90.55
170
3.50
0.09
6.21
7.04
86.03
97.59
200
3.75
0.07
0.65
0.74
86.68
98.33
230
4.00
0.06
0.21
0.24
86.89
98.57
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.32
2.91
2.80
2.47
2.13
2.01
-1.99
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.13
0.23
1.34
-2.73
9.81

Granularmetric Report
Depths and elevations based on measured values
Project Name:
Kill Devil Hills, NC
Sample Name:
KDH320 #13 (- 20 )
CB &I
Coastal Planning &Engineering, Inc.
Analysis Date:
08 -17 -15
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: KM
ph [phone]
Easting (ft):
Northing (ft):
Coordinate System:
Elevation (ft):
2,988,231
844,698
North Carolina State
Plane -20.0 NAVD 88
USCS:
Munsell: Wet - 2.5Y -4/1 Comments:
Dry - 2.5Y -7/1
SP
Washed - 2.5Y -8/1
Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve
Loss ( %):
Fines /):
#20 - 1.96
Organics ( %: Carbonates ( %):
Shell Hash ( %):
95.73
94.14
0.00
0.02
#230 - 1.70
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
7
-1.50
2.83
0.07
0.07
0.08
0.08
10
-1.00
2.00
0.11
0.11
0.19
0.19
14
-0.50
1.41
0.01
0.01
0.20
0.20
18
0.00
1.00
0.05
0.05
0.25
0.25
25
0.50
0.71
0.08
0.08
0.33
0.33
35
1.00
0.50
0.12
0.13
0.45
0.46
45
1.50
0.35
0.42
0.44
0.87
0.90
60
2.00
0.25
3.00
3.13
3.87
4.03
80
2.50
0.18
24.07
25.14
27.94
29.17
120
3.00
0.13
55.65
58.13
83.59
87.30
170
3.50
0.09
9.20
9.61
92.79
96.91
200
3.75
0.07
1.08
1.13
93.87
98.04
230
4.00
0.06
0.25
0.26
94.12
98.30
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.40
2.97
2.89
2.68
2.42
2.24
2.02
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.63
0.16
0.43
-2.42
23.22