20040393 Ver 2_Appendix 6_20150924

APPENDIX 6
BEACH COMPOSITE GRAIN SIZE DISTRIBUTION CURVESMISTOGRAMS
(Digital Copy Only)

100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 1 r I r l - L I ' I I I I I I
Hydrometer
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
j
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
#06 Composite D -11
0.0
SW
#230 - 1.0�
3
1.93
1.69
-1.23
4.63
0.99
Project Name:
Town of Duck, NC
•
Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 6
Analysis Date:
08 -18 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 1 1 1 1 1 1 1 1 1 1 1
Hydrometer
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
j
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
#03 Composite D -13
0.0
SW
#230 - 1.15
3
1.92
1.4
-1.07
3.42
1.45
Project Name:
Town of Duck, NC
•
Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 6
Analysis Date:
12 -09 -13
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

100
90
80
70
m
CD
m 60
CD
50
to
cCD. 40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 19 14 13 25 35 45 60 80 120 170 200 230 Hydrometer
0 0 • -A _ I I I I I I I I I
10
\
0 — -
- ��� �_-! –•
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
j
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
#07 Composite D -15
•
0.0
SW
#23o -o.ss
2
2.11
1.81
-1.55
5.84
1.1
Project Name:
Town of Duck, NC
Comments: Average Wet Munsell Value is 5, Average Dry Munsell
i
Value is 6
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 1 w__ I I I I I I I I I I
�t
Hydrometer
10
\
0
�, r F
100 5 10
5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
j
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
#08 Composite D -17
•
0.0
SW
#23o -o.ss
3
2.05
1.51
-1.59
4.9
1.51
Project Name:
Town of Duck, NC
Comments: Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
i
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
PHI Sieve Sizes -4.25 -4
Standard Sieve Sizes 3/45/8
-3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
I I I I I
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
j
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
#04 Composite D -18
0.0
SW
#23o -o.as
5
1.93
1.47
-1.05
3.49
1.41
Project Name:
Town of Duck, NC
•
Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 6
I
Analysis Date:
12 -09 -13
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 I r o ♦ -�
90 w
80 \
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10 \
0
100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
Gravel Sand
j Silt and Clay
Coarse Fine Coarse Medium Fine
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
#09 Dune Composite • 0.0 SW #230 -0.79 1.52 1.37 -1 4.75 0.88 Project Name: Town of Duck, NC
Comments: COMPOSITE Analysis Date: 08 -18 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
P 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431 Horizontal System: NAD 1983
ph [phone]
Vertical System: NAVD 88
0
10
20
30
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100 1 1 1 I- I I I I I I I I I
90
80
Hydrometer
70
m
mCID \
60
50 \
to
cCD. 40
30
20
10
-F 0 - -—
100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
Gravel Sand
j Silt and Clay
0
10
20
30
rn
FD
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
#10 TOD Composite
0.0
SW
#230 - 0.48
0.96
0.77
-0.58
2.82
1.11
Project Name:
Town of Duck, NC
•
Comments: COMPOSITE
i
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
P
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
FD
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
50
to
cCD. 40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
Hydrometer
N
10
o
\
N 0
100 5 10 5
1 5 0.1 5
0.01
5
m
a
Millimeters
Gravel
Sand
w
Silt and Clay
a
Coarse
Fine
Coarse
Medium
Fine
2
Q
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
m #11 MidBermComposit
0.0
SW
#230 - 0.43
1.26
1.04
-0.78
3.37
1.04
Project Name:
Town of Duck, NC
•
N Comments: COMPOSITE
Analysis Date:
08 -18 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
U,
Vertical System:
NAVD 88
0
10
20
30
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

s
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230 Hydrometer
100 r
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
o
N 0
100 5 10 5
1 5 0.1 5
0.01
5
m
a
Millimeters
Gravel
Sand
w
Silt and Clay
a Coarse Fine
Coarse Medium Fine
2
Q
i
Sample (ft) Elev. (ft) USCS % Fines
% Organics %Carbonates Median Mean Skew Kurt Sort
Sample Information
g`12BermCrestCom osit 0.0 SP #200 -C
p #230 - 0.39
1.68 1.54 -1.03 4.42 0.74
Project Name:
�
Town of Duck, NC
N Comments: COMPOSITE
Analysis Date:
08 -18 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
Lu
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4
-3 -2.25 -2 -1.5 -1
-0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10
14 18 25 35 45 60 80 120 170 200 230
Hydrometer
100 r _ - -_
-
0
90
10
80
20
70
30
m
CID
rn
60
40
�
CD
C
T
m
50
50
2
to
0
40
60
ro
IL
30
70
20
80
N 10
\
90
o
N 0 -- —
-- — - ��
100
100 5 10
5
1 5 0.1 5
0.01
5
0.001
m
a
Millimeters
Gravel
Sand
w
Silt and Clay
a
Coarse
Fine
Coarse
Medium
Fine
Q
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
m #13 MHW Composite
0.0
SW
#230 -o.7s
1.46
1.07
-0.95
3.36
1.22
Project Name:
Town of Duck, NC
•
N Comments: COMPOSITE
Analysis Date:
08 -18 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
U,
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4
Standard Sieve Sizes 3/45/8
100 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0
-3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
Hydrometer
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
j
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
#14 MTL Composite
0.0
SW
#230 - o.ao
0.98
0.54
-0.5
2.02
1.72
Project Name:
Town of Duck, NC
•
Comments: COMPOSITE
i
Analysis Date:
12 -09 -13
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
P
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100 r
90 \
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
Hydrometer
20
Co 0
100 5 10 5 1 5 0.1 5 0.01 5
IL Millimeters
IL
Gravel Sand
w Silt and Clay
a
Coarse
Fine
Coarse
Medium
Fine
2
Q
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
m #15 MLW Composite
0.0
SW
#230 - 0.64
0.09
0.04
-0.2
1.78
1.84
Project Name:
Town of Duck, NC
•
N Comments: COMPOSITE
Analysis Date:
08 -18 -15
i
5 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230 Hydrometer
100
90
80
70
m
CID
m 60
m
�R 50
to
CD. 40
cQ
S
30
20
N
10
0
N
N 0
100 5 10 5
1 5 0.1 5
0.01
5
m
a
Millimeters
Gravel
Sand
w
Silt and Clay
a
Coarse
Fine
Coarse
Medium
Fine
Q
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
m #16 Trough Composite
0.0
SP
#230 - 1.12
2.33
2.23
-2.19
10.6
0.68
Project Name:
Town of Duck, NC
•
N Comments: COMPOSITE
Analysis Date:
08 -18 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
a`)
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 r 1 0
90 � 10
80 20
70 30
m
rn
CID
80
N
10
60
40
�
CD
o
C
T
m
100
100 5 10 5
1 5 0.1 5
0.01
5
50
50
2
to
Gravel
o
Sand
40
60
Silt and Clay
`m
a
IL
30 70
20
80
N
10
90
o
N 0
100
100 5 10 5
1 5 0.1 5
0.01
5
0.001
m
a
Millimeters
Gravel
Sand
w
Silt and Clay
a
Coarse
Fine
Coarse
Medium
Fine
Q
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
m #17BarCrestComposite
0.0
SP
#230 - 1.04
2.29
2.22
-1.55
8.17
0.62
Project Name:
Town of Duck, NC
•
N Comments: COMPOSITE
Analysis Date:
08 -18 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
U,
Vertical System:
NAVD 88

100
90
80
70
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230
1 1 1 1 a l: —L— I I I I I I I I
Hydrometer
m
CID
m 60
CD
50
to
40
cCD.
30
20
N
10
N
\
N 0 -- —
100 5 10 5
1 5 0.1 5
0.01
5
m
a
Millimeters
Gravel
Sand
w
Silt and Clay
a
Coarse
Fine
Coarse
Medium
Fine
Q
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
m #18 ( -12.5) Composite
0.0
SP
#230 - 1.26
2.49
2.35
-2.58
12.74
0.74
Project Name:
Town of Duck, NC
•
N Comments: COMPOSITE
Analysis Date:
08 -18 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

100
90
80
70
m
CD
m 60
CD
50
to
cCD. 40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 19 14 13 25 35 45 60 80 120 170 200 230 Hydrometer
0 0 • -A _ I I I I I I I I I
10
0
100 5 10 5
1 5 0.1 5
0.01
5
m
a
Millimeters
Gravel
Sand
w
Silt and Clay
a
Coarse
Fine
Coarse
Medium
Fine
2
Q
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
m #19 ( -15.0) Composite
0.0
SW
#230 -o.ss
2.11
1.81
-1.55
5.84
1.1
Project Name:
Town of Duck, NC
•
N Comments: COMPOSITE
Analysis Date:
08 -18 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 1 w__ I I I I I I I I I I
�t
Hydrometer
N
10
0
100 5 10
5 1 5 0.1 5
0.01
5
m
a
Millimeters
Gravel
Sand
w
Silt and Clay
a
Coarse
Fine
Coarse
Medium
Fine
2
Q
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
m #20 ( -17.5) Composite
0.0
SW
#230 -o.ss
2.05
1.51
-1.59
4.9
1.51
Project Name:
Town of Duck, NC
•
N Comments: COMPOSITE
Analysis Date:
08 -18 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
S
30
20
10
o
c�
N 0
m 100 5 10 5 1 5 0.1 5 0.01 5
a Millimeters
Gravel Sand
w Silt and Clay
a Coarse Fine Coarse Medium Fine
Q
i
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
m #21 ( -20.0) Composite • 0.0 SP #230 - 1.66 2.68 2.61 -4.87 41.58 0.63 Project Name: Town of Duck, NC
N Comments: COMPOSITE Analysis Date: 08 -18 -15
i
Depths and elevations based on measured values Analyzed By: TM
0
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q P 2481 NW Boca Raton Blvd.
Z Boca Raton, FL 33431 Horizontal System: NAD 1983
w
ph [phone]
U, Vertical System: NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4
-3 -2.25 -2 -1.5 -1 -0.5 0 0.5
1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8
5/16 4 5 7 10 14 18 25
35 45 60 80 120 170 200 230
100 1
= -- I I I
90
Sand
w
80
Silt and Clay
a
Coarse
Fine
70
m
Medium
CID
m 60
2
Q
CD
i
Sample
50
Elev. (ft)
USCS
to
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
cCD. 40
22TotalBeachComposit
0.0
SW
#200
#230 - 1.01
30
20
N
10
0
N 0
a
Hydrometer
100 5 10 5
1 5 0.1 5
0.01
5
m
a
Millimeters
Gravel
Sand
w
Silt and Clay
a
Coarse
Fine
Coarse
Medium
Fine
2
Q
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
22TotalBeachComposit
0.0
SW
#200
#230 - 1.01
2
2.01
1.58
-1.4
4.72
1.32
Project Name:
Town of Duck, NC
N Comments: Average Dry Munsell Value is 5, Average Dry Munsell Value is 6
Analysis Date:
08 -18 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
w
ph [phone]
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100 1 1 o 4 1 1 1 1 1 1 1 1
90
80
Hydrometer
0
10
20
70
30
CID
\
rn
m 60
40
m
m
50
50
N
CU
to
�
0
40
60
`m
IL
30
70
41
20
80
10
N
90
0 --
-� •
100
N 100 5 10 5
1
5 0.1 5
0.01
5
0.001
m
Millimeters
a
Gravel
Sand
Silt and Clay
o Coarse Fine Coarse
Medium
Fine
a
z
0 Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates
Median Mean Skew Kurt Sort
Sample Information
W'I 01 KHO +OOComposite • 0.0 SW #230
2
1.72 1.37 0.76 2.79 1.25
Project Name:
Kitty Hawk, NC
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is
6
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4
-3 -2.25 -2 -1.5
-1 -0.5 0
0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8
5/16 4 5 7
10 14 18
25 35 45 60 80 120 170 200 230
Hydrometer
100 rI � �
�� i
i
� i i i i s i i
0
90
10
80
'�
20
70
30
CID
M
60
40
�
CD
T
m
m
50
50
2
to
o
40
60
ro
IL
30
�
70
20
80
10
N
90
W
H
�
0
100
N 100 5 10
5
1
5 0.1 5
0.01
5
0.001
Co
Millimeters
a
Gravel
Sand
Silt and Clay
o Coarse Fine Coarse
Medium Fine
a
z
o Sample Symbol Elev. (ft) USCS
% Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
W'02 KH50 +0OComposit • 0.0 SW
#230
2
1.91 1.31 1.1 3.3 1.52
Project Name:
Kitty Hawk, NC
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
Hydrometer
10
N
H
0 —
N 100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
a Gravel Sand
Silt and Clay
o Coarse Fine Coarse Medium Fine
a
z
0
Sample Symbol I Elev. (ft) I USCS I % Fines I % Organics I % Carbonates I Median I Mean I Skew I Kurt Sort Sample Information
(0'03 KH75 +OOComposite
•
0.0
SW
#230 -0.981
3
1.66
I 1.17
I -0.73
I 2.58
I 1.51
Project Name:
Kitty Hawk, NC
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -20 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
m
CID
m 60
°
50
to
cCD. 40
30
20
Hydrometer
10
—
0
N 100 5 10 5
1 5 0.1 5
0.01
5
m
Millimeters
a
Gravel
Sand
Silt and Clay
°
Coarse
Fine
Coarse
Medium
Fine
a
z
Sample Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
'144 KH110 +OOComposit •
0.0
SW
#230 -o.as
2
2.02
1.39
-1.03
3.07
1.47
Project Name:
Kitty Hawk, NC
? w Comments: Average Wet Munsell Value is 5, Average Dry Munsell
Value is 7
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
0
10
20
30
40
m
a�
50
CU
0
U
60 °
a)
U
N
d
70
80
90
100
0.001

20 80
10
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5
0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
90
\
Hydrometer
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14
18 25 35 45 60 80 120 170 200 230
100
r „— •
1 5 0.1 5
0
5 0.001
90
Millimeters
10
a
Gravel
Sand
Silt and Clay
o Coarse Fine Coarse
Medium Fine
a
z
80
20
Sample Information
'145 KH160 +OOComposit • 0.0 SW #230 - 1.00
2 2.1 1.64 -1.11 3.79 1.25
Project Name:
Kitty Hawk, NC
70
Analysis Date:
30
? Depths and elevations based on measured values
m
Analyzed By:
TM
Y
rn
CID
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
CD 60
Q
2481 NW Boca Raton Blvd.
40
�
C
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
T
UJ
U,
m
Vertical System:
NAVD 88
50
50
2
to
o
40
60
IL
30
70
20 80
10
90
\
0
100
N 100 5 10 5
1 5 0.1 5
0.01
5 0.001
m
Millimeters
a
Gravel
Sand
Silt and Clay
o Coarse Fine Coarse
Medium Fine
a
z
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sample Information
'145 KH160 +OOComposit • 0.0 SW #230 - 1.00
2 2.1 1.64 -1.11 3.79 1.25
Project Name:
Kitty Hawk, NC
?FLU
Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

100
90
80
70
m
CID
m 60
50
to
CD. 40
cQ
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 1 1 1 & 4 --� 1 1 1 1 1 1 1 1 1
Hydrometer
10
°
N 100 5 10 5
1
5 0.1 5
0.01
5
m
Millimeters
a
Gravel
Sand
Silt and Clay
°
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
06 DuneComposite
•
0.0
SW
#230 - 0.41
0.88
0.76
-0.49
2.57
1.07
Project Name:
Kitty Hawk, NC
w
? Comments: Average Wet Munsell Value is 6, Average Dry Munsell
Value is
7
Analysis Date:
08 -20 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
0
10
20
30
rn
FD
40
m
a�
50
CU
0
U
60 a)
`m
d
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4
-3 -2.25 -2 -1.5 -1 -0.5
0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14
18 25 35 45 60 80 120 170 200 230
Hydrometer
100 1 r �
i o � -� �
� � � � � S I I
0
90
10
80
20
70
30
CID
M
m 60
40
m
m
50
50
CU
to
o
40
60
d
30
\
70
20
80
10
90
0
- -�
-� - -.
100
N 100 5 10
5
1 5 0.1 5
0.01
5
0.001
Co
Millimeters
a
Gravel
Sand
Silt and Clay
o
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
07 TODComposite
0.0
SW
#230
0.36
0.35
0
2.45
1
Project Name:
Kitty Hawk, NC
•
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 6
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 I Y � i � l -i� I I I I I I S I I 0
90 10
80 20
70 \ 30
CID
CD
60 40 (D
m m
50 1' 50 2
to o
40 60
ro
IL
30 70
20 80
10 90
0 100
N 100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Co
a
Gravel Sand
Silt and Clay
o Coarse Fine Coarse Medium Fine
a
z
0
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
�'I08 MidBermComposite • 0.0 SW #230 -0.47 1.02 0.96 0.36 2.49 1.05 Project Name: Kitty Hawk, NC
w
? Comments: Average Wet Munsell Value is 7, Average Dry Munsell Value is 7 Analysis Date: 08 -21 -15
? Depths and elevations based on measured values Analyzed By: TM
Y
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q 2481 NW Boca Raton Blvd.
Z Boca Raton, FL 33431 Horizontal System: NAD 1983
> ph [phone]
UJ
U, Vertical System: NAVD 88

PHI Sieve Sizes -4.25 -4
-3 -2.25 -2 -1.5 -1 -0.5 0
0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13
25 35 45 60 80 120 170 200 230
Hydrometer
100 r
0
90
10
80
20
�
70
\
30
2M
CID
60
40
CD
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
10
\
90
0
-_
100
N 100 5 10
5 1
5 0.1 5
0.01
5
0.001
Co
Millimeters
a
Gravel
Sand
Silt and Clay
o
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
(n
9 BermCrestComposit • 0
0.0
SW
#200
#230 - 0.46
1.55
1.35
0.55
2.68
0.92
Project Name:
Kitty Hawk, NC
?FLU
Comments: Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100 1 1 1– • :,_ 1 1 1 1 1 1 1 1 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0 — - --
Hydrometer
N 100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
a Gravel Sand
r' Silt and Clay
d
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
W'I 10 MHWComposite
0.0
SW
#230
1.68
1.16
0.99
3.14
1.33
Project Name:
Kitty Hawk, NC
•
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -20 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4
-3 -2.25 -2 -1.5 -1 -0.5 0
0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18
25 35 45 60 80 120 170 200 230
Hydrometer
100 rI � �� -:�
i i
i i i i i s i i
0
���
90
10
80
20
70
30
CID
2M
(D
60
40
CD
m
>
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
10
\
90
0
100
N 100 5 10
5 1
5 0.1 5
0.01
5
0.001
Co
Millimeters
a
Gravel
Sand
Silt and Clay
o
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
11 MTLComposite
0.0
SW
#230 - oss
1.14
0.83
0.59
2.29
1.45
Project Name:
Kitty Hawk, NC
•
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4
-3 -2.25 -2 -1.5 -1 -0.5
0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14
18 25 35 45 60 80 120 170 200 230
Hydrometer
100 t t
i i i
I i i i i s i i
0
�
90
�r
10
80
\
20
70
30
CID
\
°'
(D
60
40
CD
C
T
m
50
50
2
to
o
40
60
ro
IL
30
\
70
20
\
80
10
90
0
100
N 100 5 10
5
1 5 0.1 5
0.01
5
0.001
Co
Millimeters
a
Gravel
Sand
Silt and Clay
o
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
12 MLWComposite
0.0
SW
#2so -o.is
0.5
0.31
2.53
1.45
Project Name:
Kitty Hawk, NC
•
w
? Comments: Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

100
90
80
70
m
CID
m 60
50
to
cCD. 40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
Hydrometer
10
0
z
0
N 100 5 10
5
1 5 0.1 5
0.01
5
m
Millimeters
a
Gravel
Sand
Silt and Clay
o
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
13 Trough Composite
•
0.0
SW
#230 - 1.00
1.55
0.8
0.69
2.1
1.75
Project Name:
Kitty Hawk, NC
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -20 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5
0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14
18 25 35 45 60 80 120 170 200 230
Hydrometer
100 1 a 4—
—. 1 1 1 1 1 1
0
90
10
80
20
70
30
m
CID
rn
60
40
�
CD
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
10
90
N
W
0
- -\
•
100
N 100 5 10 5
1 5 0.1 5
0.01
5
0.001
Co
Millimeters
a
Gravel
Sand
Silt and Clay
o
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
W'I14 BarCrest Composite
0.0
SP
#230
2.35
2.3
-2.51
18.05
0.59
Project Name:
Kitty Hawk, NC
•
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -20 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 1 1 1 1 -�M! 0
90 \ 10
80 20
70 30
m rn
CID CD
60 40 �
C
T m
50 50
to o
40 60 P
30 70 IL
20 80
10 ' 90
N
0 - -i' 100
N 100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
m
a
Gravel Sand
Silt and Clay
o Coarse Fine Coarse Medium Fine
a
z
0
Sample Symbol I Elev. (ft) USCS I % Fines % Organics % Carbonates I Median I Mean Skew Kurt Sort Sample Information
cn'I 15 ( -12.5) Composite • 0.0 I SP I #230 -1.221
2.36 I 2.32 I -1.33 I 8.06 I 0.52
Project Name:
Kitty Hawk, NC
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -20 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 1
90
80
70
m
CID
m 60
CD
50
to
40
cCD.
30
20
10
I
H
N 100 5 10 5
1 5 0.1 5
0.01
5
m
Millimeters
a
Gravel
Sand
Silt and Clay
o
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
16 ( -15) Composite
0.0
SP
#230 - 1.23
2.47
2.43
1.29
7.86
0.49
Project Name:
Kitty Hawk, NC
•
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
°
50
to
cCD. 40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 1 1 I 1 1 I 1 _` I I I I I I
Hydrometer
10
\
° 0
��
N 100 5 10 5
1 5 0.1 5
0.01
5
m
Millimeters
a
Gravel
Sand
Silt and Clay
°
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
W'I 17 ( -17.5) Composite
0.0
SP
#230
2.62
2.55
2.11
14.64
0.47
Project Name:
Kitty Hawk, NC
•
w
? Comments: Average Wet Munsell Value is 4, Average Dry Munsell Value is 6
Analysis Date:
08 -20 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 °
a)
U
N
d
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5
0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14
18 25 35 45 60 80 120 170 200 230
Hydrometer
100 I r 1 1 o 1 ♦
n--- -I�_ —_ j�
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
50
N
to
o
40
60
ro
IL
30
70
20
80
10
�
90
N
0
–
100
N 100 5 10 5
1 5 0.1 5
0.01
5
0.001
Co
Millimeters
a
Gravel
Sand
Silt and Clay
o
Coarse
Fine
Coarse
Medium
Fine
a
z
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
18 ( -20) Composite
0.0
SP
#230 - 1.63
2.67
2.63
3.08
30.22
0.46
Project Name:
Kitty Hawk, NC
•
w
? Comments: Average Wet Munsell Value is 4, Average Dry Munsell Value is 5
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 i t = —:._ .1 1 1 1 1 1 1 1 1 1 1
90
80
70
m
CID
m 60
m
�R 50
to
cCD. 40
30
20
N 10
N 100 5 10 5
1 5 0.1 5
0.01
5
m
Millimeters
a
Gravel
Sand
Silt and Clay
o Coarse Fine Coarse
Medium Fine
a
z
0 Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sample Information
19 TotalBeachComposit 0.0 SW #200 #230 - 0.94
2 1.9 1.38 0.98 3.17 1.41
Project Name:
Kitty Hawk, NC
w
? Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001

Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) USCS I % Fines % Organics % Carbonates I Median Mean I Skew Kurt Sort Sample Information
w 02 KDH210Compositel • I 0.0 I SW #2so -oss
PHI Sieve Sizes -4.25 -4 -3
-2.25 -2 -1.5 -1 -0.5 0
0.5 1 1.5 2 2.5
3 3.5 3.75 4
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
Analyzed By:
TM
Hydrometer
CB &I
Easting (X, ft):
Standard Sieve Sizes 3/45/8 5/16
4 5 7 10 14 18
25 35 45 60 80
120 170 200 230
Q
2481 NW Boca Raton Blvd.
100 r
Z
Boca Raton, FL 33431
0
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88
90
10
80
20
70
�\
30
CID
CD
60
40
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
N
10
-
90
0
\-
0
-r -�
•
100
Q
100 5 10
5 1
5
0.1 5
0.01 5 0.001
Millimeters
m
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) USCS I % Fines % Organics % Carbonates I Median Mean I Skew Kurt Sort Sample Information
w 02 KDH210Compositel • I 0.0 I SW #2so -oss
2 1.99 I 1.67 I -0.9 I 3.44 I 1.18
Project Name:
Kill Devil Hills, NC
i Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4
-3 -2.25 -2 -1.5 -1 -0.5
0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14
18 25 35 45 60 80 120 170 200 230
Hydrometer
100 00 . —,.
_�
90
80
70
m
CD
m 60
CD
50
to
40
cCD.
30
20
N 10
o
-
J
Q 100 5 10
5
1 5 0.1 5
0.01
5
m
a
Millimeters
Gravel
Sand
Silt and Clay
>> Coarse Fine
Coarse
Medium Fine
a
Z
i
N Sample Symbol Elev. (ft) USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sample Information
w 03 KDH235Composite • 0.0 SW
#230 -0.92
2 2.18 1.76 -1.45 4.62 1.29
Project Name:
Kill Devil Hills, NC
5C Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100 r —
90
80 \
70 \
m
CID
m 60
50
to
cCD. 40
30
20
N 10
Hydrometer
o ,
J 0
Q 100 5 10 5 1 5 0.1 5 0.01 5
m
Millimeters
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) USCS I % Fines % Organics % Carbonates I Median Mean I Skew Kurt Sort Sample Information
w #so oa 2 - .04 KDH260Composite l I 00 I SW
2 1.87 I 1.52 I -1.2 I 4.57 I 1.22
Project Name:
Kill Devil Hills, NC
5C Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
m
50
to
cCD. 40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 1 -- — I I I I I I I I S I I
N 10
F-
J 0
Hydrometer
Q 100 5 10 5 1 5 0.1 5 0.01 5
m
Millimeters
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) USCS I % Fines % Organics % Carbonates I Median Mean I Skew Kurt Sort Sample Information
w 05 KDH290Compositel
I 00
I SW
2-.7
#so oa
2
1.77
I 1.24
I -0.9
I 2.88
I 1.52
Project Name:
Kill Devil Hills, NC
5C Comments: Average Wet Munsell Value is 6, Average Dry Munsell Value is 6
Analysis Date:
08 -20 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 rI
90 �•\•\
80 �
70 '\
m
CID
m 60
CD
50 \
to
cCD. 40
30
20
N 10
1
O _
Q 100 5 10 5 1 5 0.1 5 0.01 5
m
Millimeters
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) USCS 1 % Fines % Organics % Carbonates I Median Mean I Skew Kurt Sort Sample Information
w 06 KDH320Composite • 0.0 I SW 1 #230 - 0.97 .01
2 1.47 1 1.15 1 -0.87 1 3.2 1 1.5
Project Name:
Kill Devil Hills, NC
i Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
a�
U
N
d
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230 Hydrometer
100 1 1 1 l
90 \\
80 \
70 \
CID
m 60
CD
50
to
cCD. 40
30
20
10
0�_��
100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
Gravel Sand
Silt and Clay
Coarse Fine Coarse Medium Fine
i
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
#200 - 0.34
07 DuneComposite • 0.0 SP #230 -0.32 1.33 1.29 -0.35 3.05 0.72 Project Name: Kill Devil Hills, NC
Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7 Analysis Date: 08 -20 -15
Depths and elevations based on measured values Analyzed By: TM
i
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431 Horizontal System: NAD 1983
ph [phone]
Vertical System: NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 1 1 i 1 1 1 1 1 1 1
90
80 '
70
m \CID
m 60
CD
50
to
CD. 40
cQ \
30
20
10
0 _
100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
Gravel Sand
Silt and Clay
Coarse Fine Coarse Medium Fine
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
38 TODComposite • 0.0 SW #200 -0.46 #230-0.451 0.94 0.85 -0.62 3.45 0.97 Project Name: Kill Devil Hills, NC
omments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7 Analysis Date: 08 -21 -15
epths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431 Horizontal System: NAD 1983
ph [phone]
Vertical System: NAVD 88
0
10
20
30
40
m
a�
50
CU
0
60
(D
am
IL
70
80
90
100
0.001

20
N 10
� 0
c�
J
Hydrometer
Q 100 5 10 5 1 5 0.1 5 0.01
m
Millimeters
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) I USCS I % Fines I % Organics I % Carbonates I Median I Mean I Skew I Kurt Sort
w 09 MidBermCompositel • 0.0 I SW I #230 - 0.481 0.75 I 0.77 I -0.06 I 2.7 I 0.96 Project Name:
i Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7 Analysis Date:
Depths and elevations based on measured values Analyzed By:
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q 2481 NW Boca Raton Blvd.
Q Boca Raton, FL 33431 Horizontal System:
> ph [phone]
UJ
U) Vertical System:
5
Sample Information
Kill Devil Hills, NC
08 -21 -15
TM
NAD 1983
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
a�
U
N
d
70
80
90
100
0.001
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5
1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 19 14 13 25
35 45 60 80 120 170 200 230
100
r c —
90
80
\
\
70
m
CID
60
CD
\
m
50
to
40
cQ
30
20
N 10
� 0
c�
J
Hydrometer
Q 100 5 10 5 1 5 0.1 5 0.01
m
Millimeters
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) I USCS I % Fines I % Organics I % Carbonates I Median I Mean I Skew I Kurt Sort
w 09 MidBermCompositel • 0.0 I SW I #230 - 0.481 0.75 I 0.77 I -0.06 I 2.7 I 0.96 Project Name:
i Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7 Analysis Date:
Depths and elevations based on measured values Analyzed By:
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q 2481 NW Boca Raton Blvd.
Q Boca Raton, FL 33431 Horizontal System:
> ph [phone]
UJ
U) Vertical System:
5
Sample Information
Kill Devil Hills, NC
08 -21 -15
TM
NAD 1983
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
a�
U
N
d
70
80
90
100
0.001

N 10 \ 90
0 100
Q 100 5 10 5 1 5 0.1 5 0.01 5 0.001
m
Millimeters
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) USCS 1 % Fines % Organics % Carbonates I Median Mean I Skew Kurt Sort Sample Information
W 10 BermCrestComposite • 1 0.0 I SP 1 #230 -0.391
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0
0.5 1 1.5 2 2.5 3 3.5 3.75 4
Kill Devil Hills, NC
i Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
Hydrometer
Depths and elevations based on measured values
Analyzed By:
Standard Sieve Sizes 3/45/8 5/16 4 5 7 19 14 13
25 35 45 60 80 120 170 200 230
CB &I
Easting (X, ft):
100
rI � � � � r, „ —�
i i i i i s i i
0
Q
2481 NW Boca Raton Blvd.
Z
90
Horizontal System:
NAD 1983
10
ph [phone]
\
Vertical System:
80
20
70
30
m
rn
CID
CD 60
40
�
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
— \
80
N 10 \ 90
0 100
Q 100 5 10 5 1 5 0.1 5 0.01 5 0.001
m
Millimeters
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) USCS 1 % Fines % Organics % Carbonates I Median Mean I Skew Kurt Sort Sample Information
W 10 BermCrestComposite • 1 0.0 I SP 1 #230 -0.391
1.53 1 1.41 1 -0.82 1 4.12 1 0.83
Project Name:
Kill Devil Hills, NC
i Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88

100
90
80
70
m
CID
m 60
m
50
to
40
30
20
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 1 1 I I I I I I I I I I
Hydrometer
10
-F
0 �-
-4
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
11 MHWComposite
0.0
SW
#200 - 0.57 #230 -0.57
0.34
0.44
0.12
2.47
1.3
Project Name:
Kill Devil Hills, NC
•
Comments: Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
am
IL
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 ♦� I I I i I I I I S I I
Hydrometer
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
12 MTL Composite
0.0
SW
#200 - 0.8s
#230 - 0.851
1.07
0.46
0.53
1.97
1.81
Project Name:
Kill Devil Hills, NC
•
Comments: Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5
0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14
18 25 35 45 60 80 120 170 200 230
Hydrometer
100 r ♦�•_
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
"
50
2
to
m
o
U
40
60
d
30
70
20
80
10
\
90
0
100
100 5 10 5
1 5 0.1 5
0.01
5
0.001
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
13 MLWComposite
•
0.0
SW
#200 - 0.68
#230 - 0.681
0.02
0.14
-0.1
1.86
1.71
Project Name:
Kill Devil Hills, NC
Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1
-0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10
14 18 25 35 45 60 80 120 170 200 230
Hydrometer
100 r _ �-
~
90
80
70
m
CID
m 60
CD
I
50
to
40
cCD.
30
20
10
--
0 ��
�•
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
I Trough Composite
0.0
SW
#200 -1.07 #230 - 1.021
2.29
2.07
-2.03
7.68
0.92
Project Name:
Kill Devil Hills, NC
•
omments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -20 -15
epths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100 1 -1— --4— 1 1 1 1 1 1 1 1 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
1 N 10
0
�.
Hydrometer
Q 100 5 10 5 1 5 0.1 5 0.01 5
m
Millimeters
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
i
N Sample Symbol I Elev. (ft) USCS I % Fines % Organics % Carbonates I Median Mean I Skew Kurt Sort Sample Information
w 15 BarCrest Composite)
•
0.0
I SW
I #230 -1.231
2.28
I 1.78
I -1.4
I 4.21
I 1.34
Project Name:
Kill Devil Hills, NC
i Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5
0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14
18 25 35 45 60 80 120 170 200 230
Hydrometer
100 rI
� i i i i i
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
j 10
I
�
90
0
--
100
100 5 10 5
1 5 0.1 5
0.01
5
0.001
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
16 ( -12.5) Composite
0.0
SP
4200 - 1.47 4230-1.371
2.51
2.43
1.19
6.67
0.52
Project Name:
Kill Devil Hills, NC
•
Comments: Average Wet Munsell Value is 4, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 1 1= 1 ♦ 1 1 1 1 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
`
0
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
17 ( -15) Composite
0.0
SP
#200 - 1.55 #230 - 1.38
2.56
2.44
2.04
11.53
0.61
Project Name:
Kill Devil Hills, NC
•
Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -20 -15
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
1 1 It -. —a_1 - I I I I I I I I I
i
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
100
0.001
100 5 10 5
1 5 0.1 5
0.01
5
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
18 ( -17.5) Composite
0.0
SP
4200 - 1.61 4230-1.431
2.57
2.43
3.68
22.37
0.8
Project Name:
Kill Devil Hills, NC
•
Comments: Average Wet Munsell Value is 4, Average Dry Munsell Value is 6
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 1 1 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0 -
100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
Gravel Sand
Silt and Clay
Coarse Fine Coarse Medium Fine
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
19 ( -20) Composite • 0.0 SP #200- 1.73 #230 - 1.49 2.67 2.62 -2.19 16.49 0.47 Project Name: Kill Devil Hills, NC
omments: Average Wet Munsell Value is 4, Average Dry Munsell Value is 7 Analysis Date: 08 -21 -15
epths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431 Horizontal System: NAD 1983
ph [phone]
Vertical System: NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100 1 1 ;,_ -- I I I I I I I I I
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
N 10
0
Hydrometer
Q 100 5 10 5 1 5 0.1 5 0.01 5
m
Millimeters
IL
Gravel Sand
Silt and Clay
>> Coarse Fine Coarse Medium Fine
a
Z
N Sample Symbol I Elev. (ft) I USCS I % Fines I % Organics I % Carbonates I Median I Mean I Skew I Kurt I Sort Sample Information
0 :0 Total Beach Composite-
I 0.0
I SW
I123o - 0.96l
2
1.91
I 1.47
I -1.1
I 3.74
I 1.37
Project Name:
Kill Devil Hills, NC
i Comments: Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Analysis Date:
08 -21 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001