20040393 Ver 2_Appendix 3_20150924

APPENDIX 3
CPE -NC INDIVIDUAL BEACH GRAIN SIZE DISTRIBUTION CURVESMISTOGRAMS
(Digital Copy Only)

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
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
j
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
D -11 #01 Dune
16.8
SP
#230 - 0.47
1.48
1.44
-0.52
5.48
0.55
Project Name:
Town of Duck, NC
•
Comments:
i
Analysis Date:
08 -12 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,955,448
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,238
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 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 r i —_ 0
90 10
80 20
70 30
CID rn FD
CD
60 \ 40
T
m m
50 50 2
to o
40 60
`m
IL
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
j Silt and Clay
Coarse Fine Coarse Medium Fine
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
D -11 #02 TOD • 11.6 SW #230 - 0.30 0.99 0.79 -0.5 2.59 1.03 Project Name: Town of Duck, NC
Comments: Analysis Date: 08 -12 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft): 2,955,471
Coastal Planning & Engineering, Inc. Northing (Y, ft): 909,247
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
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
Hydrometer
100
rI
90
80
70
m
CID
m 60
\
m
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
) -11 #03 Mid Berm
7.2
SP
#230 -o.as #230
- 0.46
1.12
1.01
-0.57
3.15
0.85
Project Name:
Town of Duck, NC
•
omments:
Analysis Date:
08 -12 -15
epths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,955,502
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,257
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
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 1
90 \
}
80
Hydrometer
0
10
20
70 30
m
rn
CID
10
60
40
�
CD
0
C
T
m
QN 0
50
50
2
100
5 10 5
1 5 0.1 5
to
5
o
Millimeters
40
60
Sand
w
`m
IL
30 70
20 80
0
10
0
QN 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 D -11 #04 Berm Crest
6.0
SP
#230 - 0.38
1.92
1.9
-0.98
6.79
0.48
Project Name:
Town of Duck, NC
•
N Comments:
Analysis Date:
08 -12 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
2,955,522
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,264
Q
P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
W
ph [phone]
U,
Vertical System:
NAVD 88
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
1 5 0.1 5
CID
5
m 60
\
Gravel
Sand
50
j
to
cCD. 40
Coarse
Fine
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
D -11 #05 MHW
1.2
SW
#230 -0.83
1.51
1.2
-0.85
3
1.07
Project Name:
Town of Duck, NC
•
Comments:
Analysis Date:
08 -12 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,955,562
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,277
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 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 1
90 \ • \�.
80
70
m
CID
m 60
CD
m 50
to
cCD. 40
S
30
20
10
0 r �� — �•
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
D -11 #06 MTL
-0.5
SW
#230 - 1.03
2.01
1.48
-1.3
3.53
1.27
Project Name:
Town of Duck, NC
•
Comments:
Analysis Date:
08 -12 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,955,575
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,285
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 a)
a)
U
N
d
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
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
D -11 #07 MLW
-2.1
SW
#230 - o.si
1.73
1.28
-0.9
2.74
1.22
Project Name:
Town of Duck, NC
•
Comments:
i
Analysis Date:
08 -12 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,955,596
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,291
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 a)
a)
U
N
d
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 19 14 13 25 35 45 60 80 120 170 200 230
1 1 1 1 1 1 .. -1 I I I I I I I I
Hydrometer
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
D -11 #08 Trough
•
-5.0
SW
#230 - 1.13
2.17
1.93
-1.71
5.99
0.95
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
08 -12 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,955,721
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,339
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 Hydrometer
100 1
90
80
70
m
CID
m 60
� 50
to
C�° 40
cQ
S
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
D -11 #09 Bar Crest
-9.0
SP
#230 - 1.18
2.23
2.17
-0.63
4.08
0.57
Project Name:
Town of Duck, NC
•
Comments:
i
Analysis Date:
08 -12 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,956,169
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,500
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
`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
90
80
70 \
m
CID
m 60
CD
50
to
cCD. 40
S
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
D -11 #10 ( -12.5) • -12.5 SP #230 - 1.24 2.16 2.08 -0.8 4.46 0.62 Project Name: Town of Duck, NC
Comments: Analysis Date: 08 -12 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft): 2,956,015
Coastal Planning & Engineering, Inc. Northing (Y, ft): 909,445
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 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 "8 25 35 45 60 80 120 170 200 230 Hydrometer
100 ♦ -„
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0 r • -•
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
D -11 #11 ( -15.0) • -15.0 SP #230 - 1.3� 2.05 1.96 -1.22 8.08 0.66 Project Name: Town of Duck, NC
Comments: Analysis Date: 08 -12 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft): 2,956,195
Coastal Planning & Engineering, Inc. Northing (Y, ft): 909,510
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
Hydrometer
100
90
80
70
m
CID
m 60
CD
50
to
0. 40
cQ
30
20
10
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
D -11 #12 ( -17.5)
-17.5
SP
#230 - 1.49
2.28
2.22
-1.25
6.94
0.59
Project Name:
Town of Duck, NC
•
Comments:
Analysis Date:
08 -12 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,956,212
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,517
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
d
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
Y .t � =1 - -♦ n �- —� � I I I I S I I
Hydrometer
10
0
—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
D -11 #13 ( -20.0)
•
-2 0.0
SP
#230 - 2.ss
2.63
2.57
-3.64
34.05
0.57
Project Name:
Town of Duck, NC
Comments:
Analysis Date:
08 -12 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,956,280
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,542
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 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 1 1 1 — "1� 1 1 1 1 1 1 1 1 1
90
80
Hydrometer
70
m
CID
m 60
50
to
cCD. 40
S
30 \
20
10
I
0
100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
Gravel Sand
j Silt and Clay
0
10
20
30
40
m
50 2
CU
0
U
60 a)
a)
U
N
d
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
D -13 #01 Dune
14.1
SW
#230 - 0.18
4
0.72
0.61
-0.53
3.15
1.06
Project Name:
Town of Duck, NC
•
Comments:
i
Analysis Date:
11 -06 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,956,165
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,584
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
50 2
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 t t t I___•,� I I I I I I I I I
90
80
70
Hydrometer
m \
CID
m 60
50 \
to \
CD. 40
30 ,t
20
k
10
100 5 10 5 1 5 0.1 5 0.01
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
D -13 #02 TOD • 9.3 SW #230 - 0.64 4 0.28 0.17 -0.18 2.31 1.24 Project Name:
Comments: Analysis Date:
i
Depths and elevations based on measured values Analyzed By:
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
P 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431 Horizontal System:
ph [phone]
Vertical System:
5
Sample Information
Town of Duck, NC
11 -07 -13
LC
2,956,180
907,590
NAD 1983
NAVD 88
0
10
20
30
40
m
a�
50
CU
0
U
60
(D
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
r �• .� _.__
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
0
100
100
5 10 5
1 5 0.1 5
0.01
5
0.001
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
D -13 #03 Mid Berm • 7.3 SW #230 - 0.63
2 1.57 1.37 -2.03 9.18 0.91
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -05 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,956,201
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,596
P
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 13 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 \ 20
70 \ \ 30
CID � » rn
CD
60 40 �
T
m m
50 50 N
to o
40 \ 60
ro
IL
30 \ 70
20 80
o
10 \ 90
0
c�
N 0_ 100
m 100 5 10 5 1 5 0.1 5 0.01 5 0.001
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 D -13 #04 Berm Crest • 4.4 SW #230 - 0.31 3 1.41 1.23 -0.5 2.43 0.9 Project Name: Town of Duck, NC
N Comments: Analysis Date: 11 -05 -13
i
Depths and elevations based on measured values Analyzed By: LC
0
CB &I Easting (X, ft): 2,956,234
Coastal Planning & Engineering, Inc. Northing (Y, ft): 907,608
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
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
r
90
80
70
CID
m 60
50
to
40
cCD.
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
D -13 #05 MHW
•
1.0
SW
#230 - 0.68
4
1.07
0.78
-0.62
2.67
1.4
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -06 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,956,264
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,622
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
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
r >�
0
\�
90
10
80
\\
20
70
30
m
CID
rn
60
40
�
CD
C
T
m
50
50
2
to
o
40
60
ro
C
IL
30
\\
70
t
�'
20
80
10
90
0
100
100
5 10 5
1 5 0.1 5
0.01
5
0.001
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
D -13 #06 MTL
•
-0.7
SW
#230 - 0.68
6
0.51
0.28
2.24
1.58
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -06 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,956,284
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,627
P
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
0
90
10
80
20
70
30
m
CID
rn
60
40
�
CD
C
T
m
50
' '�
50
2
W
\
CU
0
40
60
P
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
j
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
D -13 #07 MLW
-2.1
SW
#230 - 0.69
4
0.14
0.2
-0.14
1.86
1.69
Project Name:
Town of Duck, NC
•
Comments:
i
Analysis Date:
11 -07 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,956,299
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,633
P
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 13 25 35 45 60 80 120 170 200 230 Hydrometer
100 r r 0
90 10
80 1. 20
70 30
m
rn
CID
CD 60
40 �
C
T
m
90
50
50 2
to
e
40 60 P
30 70 IL
20
80
10
90
0
— —
- -� -•
100
100
5 10 5
1 5 0.1 5
0.01
5
0.001
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
D -13 #08 Trough
•
-5.1
SP
#230 - 1.09
1
2.35
2.23
-2.39
11.32
0.7
Project Name:
Town of Duck, NC
Comments:
Analysis Date:
11 -07 -13
i
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,956,343
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,653
P
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
100
90
80
70
m
CID
m 60
50
to
cCD. 40
30
20
10
0
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
D -13 #09 Bar Crest
-4.8
SP
#230 - 0.94
1
2.4
2.34
-1.23
6.76
0.53
Project Name:
Town of Duck, NC
•
Comments:
i
Analysis Date:
11 -07 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,956,442
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,691
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

100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
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 l u `--a! 1 1 1 1 1 1
Hydrometer
20
10
I
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
D -13 #10 ( -12.5)
•
-12.5
SP
#230 - 1.10
1
2.54
2.42
-1.79
9.12
0.58
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -07 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,956,643
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,748
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 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 r r i
-----
0
90
\
10
80
20
70
30
m
CID
rn
60
40
�
CD
C
T
m
50
50
2
to
e
40
60
IL
30
70
20
�
80
10
\L
90
f�
0
--
100
100 5 10 5
1 5 0.1 5
0.01
5
0.001
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
D -13 #11 ( -15.0)
-15.0
SP -SM
#230 - s.7o
1
2.64
2.49
-1.07
5.1
0.67
Project Name:
Town of Duck, NC
•
Comments:
Analysis Date:
11 -07 -13
i
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,956,781
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,786
P
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
100 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
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
D -13 #12 ( -17.5)
•
-17.5
SP
#230 - 1.24
1
2.5
2.41
-1.9
10.8
0.54
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -11 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,957,503
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
908,059
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 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 1
90 \�
80
70
m
CID
m 60
CD
50
to
40
cCD.
30
20
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
D -13 #13 ( -20.0)
•
-20.0
SP
#230 - 1.18
1
2.59
2.53
-4.45
41.06
0.58
Project Name:
Town of Duck, NC
Comments:
Analysis Date:
11 -11 -13
i
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,957,745
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
908,170
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 a)
a)
U
N
d
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
CD
50
W
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
Hydrometer
0
1
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
D -15 #01 Dune
•
19.8
SP
#230 - o.ss
1.75
1.68
-1.15
7.48
0.68
Project Name:
Town of Duck, NC
Comments:
I
Analysis Date:
08 -13 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,956,880
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,768
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 19 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 1 1 1 J
90
80 \
70
m \
CID
m 60
CD
50
to »
cCD. 40
30
20
10
0 -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
D -15 #02 TOD • 8.5 SP #230 - 0.43 0.91 0.88 -0.26 2.84 0.8 Project Name: Town of Duck, NC
Comments: Analysis Date: 08 -13 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft): 2,956,917
Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,783
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

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
1
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
D -15 #03 Mid Berm
•
6.9
SW
#230 - o.a2
1.74
1.53
-2.22
10.63
0.94
Project Name:
Town of Duck, NC
Comments:
Analysis Date:
08 -13 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,956,960
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,796
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 13 25 35 45 60 80 120 170 200 230
Hydrometer
100 r t „
—_
0
90
10
80
\
20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
50
2
to
0
40
60
ro
IL
30
70
20
80
0
10
90
o
\
Q 0
J
100
m 100 10 5
1 5 0.1u 5
0.01
5
0.001
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 D -15 #04 Berm Crest • 6.7 SP #230 - o.2s
1.44 1.36 -0.61 3.49 0.73
Project Name:
Town of Duck, NC
N Comments:
Analysis Date:
08 -13 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
2,956,970
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,801
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
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
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
D -15 #05 MHW
1.8
SP
#230 - 1.11
1.75
1.65
-0.99
4.56
0.66
Project Name:
Town of Duck, NC
•
Comments:
i
Analysis Date:
08 -13 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,028
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,823
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 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
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 19 14 13 25 35 45 60 80 120 170 200 230
0- 0 1 1 1 1 1 1 1 11
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
D -15 #06 MTL
-0.4
SW
#230 - 1.05
2.09
1.58
-1.47
4.16
1.25
Project Name:
Town of Duck, NC
•
Comments:
i
Analysis Date:
08 -13 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,051
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,830
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 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
90
80 \
70
m
CID
a 60
C \
50 �\
to ��
CD. 40 1,
cQ \
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
D -15 #07 MLW • -2.0 SW #230 - 0.55 0.78 0.46 -0.42 1.94 1.66 Project Name: Town of Duck, NC
Comments: Analysis Date: 08 -13 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft): 2,957,078
Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,841
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
m
d
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
Hydrometer
10
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
D -15 #08 Trough
•
-5.0
SP
#230 - 1.16
2.51
2.45
-1.6
10.93
0.48
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
08 -13 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,145
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,866
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 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 13 25 35 45 60 80 120 170 200 230 Hydrometer
100 r r ♦ 0
90 10
80 20
70 30
m
rn
CID
80
60
40
�
CD
90
C
T
m
0
100
50
50
2
0.01
5
0.001
to
o
Gravel
40
60
j
`m
IL
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
j
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
D -15 #09 Bar Crest
-9.0
SP
#230 - 1.18
2.3
2.15
-2.04
8.55
0.8
Project Name:
Town of Duck, NC
•
Comments:
Analysis Date:
08 -13 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,287
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,918
P
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
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
1 1 1 1 1 4— �—1 I I I I I I I I
Hydrometer
10
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
D -15 #10 ( -12.5)
•
-12.5
SW
#230 - 1.35
2.56
2.19
-2.12
6.62
1.15
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
08 -13 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,465
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,982
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 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 1
90 \
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
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
D -15 #11 ( -15.0)
•
-15.0
SP
#230 - 1.50
2.47
2.43
-1.16
7.49
0.51
Project Name:
Town of Duck, NC
Comments:
Analysis Date:
08 -13 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,958,024
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
906,185
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 a)
a)
U
N
d
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
Hydrometer
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
D -15 #12 ( -17.5)
•
-17.5
SP
#230 - 1.30
2.55
2.5
-3.32
24.88
0.54
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
08 -13 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,958,528
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
906,369
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 Hydrometer
100 1 1 1 1 4 w— 41 1 1 1 1 1
90
80
70 `
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
i
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
D -15 #13 ( -20.0) • -20.0 SP #230 - 1.58 2.7 2.69 -1.7 20.07 0.41 Project Name: Town of Duck, NC
Comments: Analysis Date: 08 -13 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft): 2,958,508
Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,363
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

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
rI � � � � r, � ► —�
i i i i i i i
90
80
70
m
CID
m
CD
60
50
to
40
cCD.
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
D -17
#01 Dune
•
16.9
SW
#230 - 1.58
1.55
1.43
-0.49
3
0.88
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
08 -13 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,590
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,963
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

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 19 14 18
25 35 45 60 80 120 170 200 230
Hydrometer
100
rI
90
�\
80
70
m
CID
m
CD
60
50
to
40
cCD.
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
D -17 #02 TOD
10.1
SW
#230 - 0.68
1.56
1.32
-0.83
3.08
0.91
Project Name:
Town of Duck, NC
•
Comments:
Analysis Date:
08 -13 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,606
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,963
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 13 25 35 45 60 80 120 170 200 230 Hydrometer
100 1
90
80
70
CID
m
60
� w
50 \to
cCD. 40
30
20
10
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
D -17 #03 Mid Berm • 7.5 SW #230 - 0.41 1.2 1.05 -0.37 2.19 0.97 Project Name: Town of Duck, NC
Comments: Analysis Date: 08 -14 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft): 2,957,634
Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,973
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 13 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
o
40
60
I
ro
IL
30
70
20
80
10
I
90
0
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 D -17 #04 Berm Crest • 5.2 SP #230 - 0.36
1.81 1.7 -1.71 8.14 0.7
Project Name:
Town of Duck, NC
N Comments:
Analysis Date:
08 -14 -15
i
6 Depths and elevations based on measured values
Analyzed By:
TM
0
CB &I
Easting (X, ft):
2,957,687
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,992
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
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 I - -4- 1►" I ' I I I I I I
7
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
D -17 #05 MHW
1.2
SW
#230 - 0.84
1.75
1.52
-1.49
5.64
0.93
Project Name:
Town of Duck, NC
•
Comments:
Analysis Date:
08 -14 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,713
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,999
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 1
90 \
80
70
m
CID
m 60
CD
50
to
cCD. 40
Hydrometer
20
10 \
0 �
�I
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
D -17 #06 MTL • -0.5 SW #230 - 0.66 0.01 -0.13 1.58 1.89 Project Name: Town of Duck, NC
Comments: Analysis Date: 08 -14 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft): 2,957,726
Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,004
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 a)
a)
U
N
d
70
80
90
100
0.001

0
10
20
30
rn
40
m
a�
50
CU
0
U
60
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
rI
90
80
70
m
CID
m
60
�
50
\\
to
0.
40
cQ
\
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
D -17
#07 MLW
-2.1
SW
#2so -o.a2
-1.69
1.36
4.02
1.64
Project Name:
Town of Duck, NC
•
Comments:
Analysis Date:
08 -14 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,738
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
904,007
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
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 r
90
80
70
m
CID
m 60
CD
50
to
40
cCD.
30
20
10
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
D -17 #08 Trough
•
-5.0
SP
#230 - 1.25
2.29
2.22
-1.29
7.39
0.56
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
08 -14 -15
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,958,120
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
904,151
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 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 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
.5. I
30
20
10
0 -- �' - r •
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
D -17 #09 Bar Crest
-9.0
SP
#230 - 1.04
2.19
2.12
-0.78
4.25
0.53
Project Name:
Town of Duck, NC
•
Comments:
Analysis Date:
08 -14 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,957,944
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
904,087
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 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
CD
50
to
cCD. 40
S
30
20
Hydrometer
10
I
�
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
D -17 #10 ( -12.5)
•
-12.5
SP
#230 - 1.38
2.46
2.47
-0.38
6.91
0.39
Project Name:
Town of Duck, NC
Comments:
Analysis Date:
08 -14 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,958,268
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
904,206
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 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 r r r
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
50
2
to
0
40
60
ro
IL
30
70
20
80
10
I
90
4 4
0
--
100
100 5 10 5
1 5 0.1 5
0.01
5
0.001
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
D -17 #11 ( -15.0) • -15.0 SP #230 - 1.29
2.51 2.43 -1.11 5.62 0.56
Project Name:
Town of Duck, NC
Comments:
Analysis Date:
08 -14 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,958,787
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
904,393
P
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
Vertical System:
NAVD 88

100
90
80
70
m
CD
m 60
CD
50
to
cCD. 40
30
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
0 4. 1 ! I I I I I I
Hydrometer
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
D -17 #12 ( -17.5)
•
-17.5
SP
#230 - 1.47
2.59
2.55
-3.37
25.4
0.54
Project Name:
Town of Duck, NC
Comments:
Analysis Date:
08 -14 -15
i
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,959,007
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
904,473
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 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 19 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
i
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
D -17 #13 ( -20.0) • -20.0 SP #230 - 1.50 2.68 2.61 -4.99 39.65 0.63 Project Name: Town of Duck, NC
Comments: Analysis Date: 08 -14 -15
i
Depths and elevations based on measured values Analyzed By: TM
CB &I Easting (X, ft): 2,959,179
Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,536
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 a)
a)
U
N
d
70
80
90
100
0.001

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
r
90
\
80
70
m
CID
m 60
CD
50
to
40
cCD.
30
20
10
1
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
D -18 #01 Dune
•
16.4
SP
#230 - 0.66
1
1.79
1.71
-0.58
3.24
0.67
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -05 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,957,975
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
902,981
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 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
m
50
to
cCD. 40
30
20
10
Millimeters
0
100
5
Hydrometer
10 5 1 5 0.1 5 0.01 5
0
10
20
30
rn
40
m
50 2
CU
0
U
60 a)
a)
U
N
d
70
80
90
100
0.001
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
D -18 #02 TOD
10.2
SW
#230 - 0.35
3
0.93
0.69
-0.47
2.52
1.2
Project Name:
Town of Duck, NC
•
Comments:
i
Analysis Date:
11 -04 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,957,988
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
902,985
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
50 2
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 13 25 35 45 60 80 120 170 200 230 Hydrometer
100 1 1 1 1 1 I 1 —* 1 1 1 1 1 1 1 1 0
90 10
80 20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
50
2
to
o
40
60
\
`m
IL
30
\
70
20
80
10
90
0
r
100
100
5 10 5
1 5 0.1 5
0.01
5
0.001
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
D -18 #03 Mid -Berm
• 7.7 SW #230 - 0.21
4 0.23 0.43 2.15 1.02
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -04 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,958,025
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
902,998
P
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Horizontal System:
NAD 1983
ph [phone]
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 13 25 35 45 60 80 120 170 200 230
1 1 1 1 1 1 1 t 11 1 1 1 1 1 1
Hydrometer
0
10
o
c�
0
Q
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 D -18 #04 Berm Crest
5.7
SP
#230 - 0.64
1
1.62
1.54
-0.8
4.43
0.61
Project Name:
Town of Duck, NC
•
N Comments:
Analysis Date:
11 -05 -13
i
6 Depths and elevations based on measured values
Analyzed By:
LC
0
CB &I
Easting (X, ft):
2,958,062
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,012
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 r- 0
90 ~ 10
80 20
70 30
CID m rn
CD
60 40 �
C
\ m
50 50
to \ o
40 \ 60
`m
IL
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
j Silt and Clay
Coarse Fine Coarse Medium Fine
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
D -18 #05 MHW • 1.2 SW #230 - o.so 4 0.17 0.2 -0.16 2.49 1.31 Project Name: Town of Duck, NC
Comments: Analysis Date: 11 -05 -13
i
Depths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 2,958,086
Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,020
P 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 >� 0
90 \\ 10
80 20
70� 30
� rn
CID FD
m 60 40
C
T m
50 \ 50 2
to o
40 \ 60
LIL
30 \ 70
20 � 80
10 — 90
0 F 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
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
D -18 #06 MTL • -0.5 SW #230 - o.ss 4 0.34 0.14 -0.49 2.54 1.45 Project Name: Town of Duck, NC
Comments: Analysis Date: 11 -05 -13
i
Depths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 2,958,101
Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,026
P 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
rI �
i i
i � i i i i s i i
0
90
10
80
20
70
30
m
CID
rn
60
40
�
CD
C
T
m
50
50
2
to
o
40
60
)
\„
IL
30
70
20
80
10
90
0
�L
r
100
100
5 10
5
1 5 0.1 5
0.01
5
0.001
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
D -18 #07 MLW
•
-2.1
SW
#230 - 0.55
4
0.01
-0.16
2.33
1.56
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -05 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,958,119
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,031
P
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 -�
90
80
70
m
CID
m 60
m
�R 50
to
cCD. 40
.5.. I
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
D -18 #08 Trough
•
-4.0
SP
#230 - 1.06
0
2.36
2.31
-1.71
10.02
0.51
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -05 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,958,183
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,049
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 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 1 1 1 1 ham!
90
80 \
70 t
m
CID
m 60 I
m
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
D -18 #09 Bar Crest • -4.5 SP #230 - o.as 1 2.36 2.29 -1.41 7.12 0.58 Project Name: Town of Duck, NC
Comments: Analysis Date: 11 -05 -13
i
Depths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 2,958,275
Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,087
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 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 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
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
D -18 #10 ( -12.5) • -12.5 SP #230 - 1.24 0 2.67 2.57 -3.78 26.73 0.62 Project Name: Town of Duck, NC
Comments: Analysis Date: 11 -05 -13
i
Depths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 2,958,446
Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,137
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 13 25 35 45 60 80 120 170 200 230
Hydrometer
100 r c
90
80
70
m
CID
m 60
CD
50
to
40
cCD.
30
20
10
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
D -18 #11 ( -15.0)
•
-15.0
SP
#230 - 1.90
2
2.41
2.23
-1.5
6.47
0.84
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -05 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,958,511
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,172
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 a)
a)
U
N
d
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 -u—
L
Hydrometer
10
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
D -18 #12 ( -17.5)
•
-17.5
SP
#230 - 1.40
0
2.68
2.65
-1.25
13.99
0.36
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -05 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,959,284
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,452
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 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 1 1 -_� •� 1 1 1 1 1
90 07
fi
80
70
m
CID
m 60
CD
50
to
cCD. 40
S
30
Hydrometer
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
D -18 #13 ( -20.0)
•
-20.0
SP
#230 - 1.64
1
2.78
2.67
-5.1
33.4
0.84
Project Name:
Town of Duck, NC
Comments:
i
Analysis Date:
11 -05 -13
Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,959,430
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,509
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 Hydrometer
100 1 1 a-, I I I I I I
0
90 10
80 20
70 1 30
CID 2M
m 60 40
C
T m
50 50
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
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
KH 0 +00 #01 Dune • 15.9 SW #230 - oso 0.91 0.84 0.91 4.21 0.93 Project Name: Kitty Hawk, NC
w
? Comments: Analysis Date: 06 -18 -14
? Depths and elevations based on measured values Analyzed By: TM
Y
CB &I Easting (X, ft): 2,971,344
Coastal Planning & Engineering, Inc. Northing (Y, ft): 871,969
Q P 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
mCID
60
\
50
to
\
40
30
\
20
-- —
10
o
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
�'IKH 0 +00 #02 DuneToe
•
10.5
SW
#230 -0.10
0.48
0.46
0.02
2.46
0.93
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
KM
Y
CB &I
Easting (X, ft):
2,971,365
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
871,965
Q P
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
60 a)
a)
m
d
70
80
90
100
0.001

100
90
80
70
m
CID
m 60
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 1 1 t —1 I I I I I I I I
Hydrometer
N 10
0
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
(0'IKH 0 +00 #03 MidBerm
•
9.1
SW
#230
0.67
0.58
0.51
2.88
0.99
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -14 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,971,393
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
871,980
Q P
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
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 r r 0
90 10
80 ` 20
70 1 30
m
CID
CD
60 40
50 \ 50
to
cCD. 40 60
30 "� 70
20 � 80
10 90
N
W
H
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
o Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
#200 - 0.39
H 0 +00 #04 BermCre t • 8.1 SP #230 0.59 0.63 0.06 3.34 0.84 Project Name: Kitty Hawk, NC
w
? Comments: Analysis Date: 08 -13 -15
? Depths and elevations based on measured values Analyzed By: DA
Y
CB &I Easting (X, ft): 2,971,420
Coastal Planning & Engineering, Inc. Northing (Y, ft): 871,994
Q P 2481 NW Boca Raton Blvd.
Z Boca Raton, FL 33431 Horizontal System: NAD 1983
> ph [phone]
UJ
U, Vertical System: NAVD 88
rn
m
a�
(0
0
U
c
a�
U
N
d

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 13 25 35 45 60 80 120 170 200 230
1 1 1 I 1 1 1 1 11 — A —_ 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
KH 0 +00 #05 MHW
1.8
SP
#230
2.07
1.99
1.71
9.56
0.5
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,971,465
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
872,018
Q
P
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
100 1 1 1 I = —_� I I I I I I I I I
90
80
70
m
CID
m 60
CD
50
to
40
30
20
Hydrometer
10
N
H
N 100 5 10 5 1 5 0.1 5 0.01
Millimeters
a Gravel Sand
r' 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
KH 0 +00 #06 MTL • -0.5 SW #230 0.22 0.08 0.16 2.65 1.09 Project Name:
w
? Comments: Analysis Date:
? Depths and elevations based on measured values Analyzed By:
Y
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q P 2481 NW Boca Raton Blvd.
Q Boca Raton, FL 33431 Horizontal System:
> ph [phone]
UJ
U, Vertical System:
5
Sample Information
Kitty Hawk, NC
06 -18 -14
TM
2,971,461
872,010
NAD 1983
NAVD 88
0
10
20
30
rn
40
m
a�
50
CU
0
60
(D
am
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
o
40
60
ro
IL
30
70
20
80
10
N
W
\
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
KH 0 +00 #07 MLW • -2.1 SW
#230 - 0.83
3.06 0.45 0.07 2.52 0.92
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
06 -18 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,971,477
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
872,017
Q P
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 t 4
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
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
KH 0 +00 #08 Trough
6.4
SP
#230 - 1.03
1.83
1.76
1.02
5.69
0.64
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
06 -18 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,971,500
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
872,022
Q P
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
90
80
70
m
CID
m 60
m
�R 50
to
CD. 40
30
20
N 10
o+.;
� 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
(n *H 0 +00 #09 BarCrest
9.0
SP
#230
2.41
2.41
1.06
7.95
0.42
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -18 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,971,798
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
872,194
Q P
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
60 a)
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
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
50
2
to
0
40
60
ro
IL
30
70
20
80
10
90
N
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
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
KH 0 +00 #10 ( -12.5)
-12.5
SP
#230 - 1.26
2.39
2.31
-1.18
6.08
0.55
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -13 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,971,992
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
872,287
Q P
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 1 -- h 0
90 10
80 \ 20
70 30
30 70
20
2M
CID
80
60
40
CD
90
C
T
m
H
0
-- ` 1 •
100
50
50
2
0.01
5
0.001
to
o
a
Gravel
40
60
`m
IL
30 70
20
80
10
90
N
W
H
0
-- ` 1 •
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
KH 0 +00 #11 ( -15)
•
-15.0
SP
#230 - 1.20
2.41
2.32
-0.85
4.07
0.54
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -14 -15
? Depths and elevations
based on measured values
Analyzed By:
SMT
Y
CB &I
Easting (X, ft):
2,972,491
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
872,558
Q
P
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 r r r + —♦
90
80
70
m
CID
m 60
°
50
to
cCD. 40
30
20
10
°
c� 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
KH 0 +00 #12 ( -17.5)
-17.5
SP
#230 - 1.36
2.53
2.48
-1.18
7.06
0.45
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -18 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,972,592
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
872,613
Q
P
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 1 1 1
90
80
70
m
CID
m 60
CD
50
to
40
cCD.
30
20
N 10
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
KH 0 +00 #13 ( -20)
-20.0
SP
#230 - 1.65
2.51
2.49
-2.64
20.85
0.48
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations
based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,972,712
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
872,676
Q
P
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 1 1 1 1 Z-- 410-, 1 1 1 1 1 1 1 s I I
90
80
70
m
Coarse
CID
Coarse
m 60
Fine
a
m
50
to
\
0 Sample
Symbol
Elev. (ft)
CID 40
% Fines
30
20
10
o
� 0
Hydrometer
N 100 5 10 5 1 5 0.1 5 0.01
Millimeters
m
a
Gravel Sand
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
KH 50 +00 #01 Dune
13.3
SW
#230
0.13
0.17
0.14
2.42
1.1
Project Name:
•
w
? Comments:
Analysis Date:
? Depths and elevations based on measured values
Analyzed By:
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Q
Boca Raton, FL 33431
Horizontal System:
>
ph [phone]
UJ
U,
Vertical System:
5
Sample Information
Kitty Hawk, NC
06 -18 -14
TM
2,973,628
867,473
NAD 1983
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
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 r1— 1 1 1 1 1 1 1 1 1
Hydrometer
0
10
20
30
30
20
10
N
H
W
H
1
rn
CID
(D
60
40
5
CD
0.01
5
m
Millimeters
�
a
1
m
m
50
50
2
Coarse
Fine
Coarse
to
Fine
o
a
40
60
z
o Sample
Symbol
Elev. (ft)
`m
% Fines
% Organics
% Carbonates
IL
30
20
10
N
W
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
o Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
�I�H 50 +00 #02 Dune To d
•
8.7
SW
#200 - 0.30
#230
0.33
0.3
0.2
3.53
0.86
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -13 -15
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,973,681
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
867,502
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
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
46
0
90
10
80
20
70
30
CID
60
\
40
rn
(D
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
o Sample Symbol Elev. (ft) USCS
% Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
rrh
c*H 50 +00 #03 MidBer • 7.3 SW
#200
#230 - 0.15
1.28 1.12 0.74 3.16 1.01
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
KM
Y
CB &I
Easting (X, ft):
2,973,694
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
867,508
Q P
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 r r
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
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
H 50 +00 #04 BermCre
t
7.0
SP
#230 - 0.46
2.09
2.07
-0.45
4.54
0.45
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -14 -15
? Depths and elevations based on measured values
Analyzed By:
SMT
Y
CB &I
Easting (X, ft):
2,973,699
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
867,511
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88

20 80
I
10 90
N
H
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
100
Hydrometer
5 10 5
1 5 0.1 5
0.01
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
m
100
r
0
a
Gravel
��
90
10
Silt and Clay
o
Coarse Fine
Coarse Medium Fine
80
\
20
70
30
m
rn
CID
% Organics % Carbonates Median Mean Skew Kurt Sort
Sample Information
CD 60
• 1.1 SW #230
40
�
C
w
? Comments:
T
08 -19 -15
? Depths and elevations based on measured values
m
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,973,749
50
Coastal Planning & Engineering, Inc.
50
2
to
P
2481 NW Boca Raton Blvd.
0
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
40
60
UJ
U,
Vertical System:
ro
IL
30
70
20 80
I
10 90
N
H
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
KH 50 +00 #05 MHW
• 1.1 SW #230
2.02 1.75 1.72 6.01 0.92
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,973,749
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
867,538
Q
P
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 19 14 13
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
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
KH 50 +00 #06 MTL
-0.6
SW
#230
- 1.03
1.74
1.49
1.13
4.04
0.94
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -18 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,973,763
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
867,545
Q P
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
G�
Hydrometer
~ _
N 100 5 10 5 1 5 0.1 5 0.01
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
KH 50 +00 #07 MLW
-2.1
SW
#2so - o.ss
1.04
1.25
0.6
2.25
1.35
Project Name:
•
w
? Comments:
Analysis Date:
? Depths and elevations based on measured values
Analyzed By:
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Q
Boca Raton, FL 33431
Horizontal System:
>
ph [phone]
UJ
U,
Vertical System:
5
Sample Information
Kitty Hawk, NC
06 -18 -14
TM
2,973,767
867,536
NAD 1983
NAVD 88
0
10
20
30
rn
40
m
50 2
CU
0
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
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10 -
o
Hydrometer
N 100 5 10 5 1 5 0.1 5 0.01
Millimeters
a Gravel Sand
r' 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
KH 50 +00 #08 Trough • -5.9 SW #230 - 0.66I 2.07 I -0.58 I 0.14 I 1.72 I 1.55 Project Name:
w
? Comments: Analysis Date:
? Depths and elevations based on measured values Analyzed By:
Y
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q P 2481 NW Boca Raton Blvd.
Q Boca Raton, FL 33431 Horizontal System:
> ph [phone]
UJ
U, Vertical System:
5
Sample Information
Kitty Hawk, NC
06 -19 -14
TM
2,973,795
867,549
NAD 1983
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 t t x
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
S
1
30
20
N 10
1
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
o Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
` #200 - 1.22
�H 50 +00 #09 BarCres • 9.0 SP #230
2.33 2.24 3.78 24.19 0.75
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -18 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,973,986
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
867,661
Q P
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
100 1 1 1 1
90 •\,
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
10
N
W
H
(� 0
N 100 5 10 5 1 5 0.1 5 0.01
Millimeters
a Gravel Sand
r' 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
-'I KH 50 +00 #10 ( -12.5) • -12.5 SP #230 - 1.316 2.32 2.3 -0.76 5.9 0.43 Project Name:
w
? Comments: Analysis Date:
? Depths and elevations based on measured values Analyzed By:
Y
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q P 2481 NW Boca Raton Blvd.
Q Boca Raton, FL 33431 Horizontal System:
> ph [phone]
UJ
U, Vertical System:
5
Sample Information
Kitty Hawk, NC
08 -18 -15
DA
2,974,103
867,725
NAD 1983
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
90
80
70
m
CID
m 60
m
�R 50
to
CD. 40
30
20
N 10
I
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
KH 50 +00 #11 ( -15)
-15.0
SP
#230 - 1.29
2.42
2.4
-1.09
7.43
0.44
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -14 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,974,740
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
868,071
Q
P
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
60 a)
a)
m
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
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
-'I KH 50 +00 #12 ( -17.5)
-17.5
SP
#230 - 1.39
2.62
2.51
-2.62
14.48
0.6
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -14 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,974,892
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
868,141
Q P
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 Y 1 ��� —„ _ -. I S
90 10
80 20
70 30
m rn
CID CD
60 40 �
C
T m
50 50
to o
40 60
ro
IL
30 70
20 80
10 90
~
0 100
° �
c�
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
KH 50 +00 #13 ( -20) • -20.0 SP #230 - 1.72 2.66 2.62 -3.86 36.09 0.49 Project Name: Kitty Hawk, NC
w
? Comments: Analysis Date: 08 -14 -15
? Depths and elevations based on measured values Analyzed By: DA
Y
CB &I Easting (X, ft): 2,975,068
Coastal Planning & Engineering, Inc. Northing (Y, ft): 868,234
Q P 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 r r r
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
10
N
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
KH 75 +00 #01 Dune • 16.2 SP #230
1.45 1.36 0.4 2.77 0.66
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
06 -18 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,974,797
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
865,285
Q P
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 r
t r -,�
0
90
10
80
20
70
30
m
CID
rn
60
40
�
CD
C
T
m
50
50
2
to
o
��
40
60
`m
\
IL
30
� �
70
20
\
80
10
90
0
7
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
�H 75 +00 #02 DuneTo d
I�
•
12.5
SP
0 - 0.60
#20#230 -0.60
0.97
0.07
0.93
3.35
0.84
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
06 -18 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,974,801
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
865,289
Q P
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 l n--� I I I I I I I I
90
80
70
m
Coarse
CID
Coarse
m 60
Fine
a
50
z
\to
o Sample
Symbol
Elev. (ft)
0. 40
cQ
% Fines
% Organics
% Carbonates
30
Mean
20
10
N
Hydrometer
0
N 100 5 10 5 1 5 0.1 5 0.01
Millimeters
a Gravel Sand
r' Silt and Clay
d
Coarse
Fine
Coarse
Medium
Fine
a
z
o Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
c*H 75 +00 #03 MidBer rrh
6.0
SW
00
#2 #230 - 0.37
0.15
0.26
0.43
2.99
0.87
Project Name:
•
w
? Comments:
Analysis Date:
? Depths and elevations based on measured values
Analyzed By:
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Q
Boca Raton, FL 33431
Horizontal System:
>
ph [phone]
UJ
U,
Vertical System:
5
Sample Information
Kitty Hawk, NC
06 -19 -14
TM
2,974,816
865,296
NAD 1983
NAVD 88
0
10
20
30
40
m
50 N
CU
0
U
60
(D
am
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 r r _
0
90
10
80
\
20
70
1
30
CID
2M
60
40
CD
T
m
50
50
2
to
e
40
60
ro
IL
30
70
20
80
10
N
W
H
90
0 -r
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
Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
H 75 +00 #04 BermCre t 3.9 SP #230 - 0.68
0.62 0.65 0.15 3.1 0.73
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
06 -19 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,974,829
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
865,302
Q P
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 r
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
°
�
�
m
50
50
N
to
0
40
\
60
)
IL
30
70
20
\
80
10
N
—
90
W
H
° 0
c�
F--
100
N 100 5 10
5
1 5 0.1 5
0.01
5
0.001
Co
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
KH 75 +00 #05 MHW
•
1.2
SW
#2so
0.45
0.37
0.18
1.85
1.34
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
06 -19 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,974,892
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
865,337
Q P
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 r
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
N
W
0 -r ! C'
c�
N 100 5 10 5 1 5 0.1 5 0.01
Millimeters
a Gravel Sand
Hydrometer
r' 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
KH 75 +00 #06 MTL • 0.7 SW #230 - 0.71 0.06 0.3 0.26 2.09 1.4 Project Name:
w
? Comments: Analysis Date:
? Depths and elevations based on measured values Analyzed By:
Y
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q P 2481 NW Boca Raton Blvd.
Q Boca Raton, FL 33431 Horizontal System:
> ph [phone]
UJ
U, Vertical System:
5
Sample Information
Kitty Hawk, NC
06 -19 -14
TM
2,974,907
865,346
NAD 1983
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 s
0
90 �
10
80
20
70
30
m
CID
CD 60
CD
40
50
50
to
40
60
cCD.
30
��
70
20
—R
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
KH 75 +00 #07 MLW • 1.5 SW #230 - 0.54
1.07 0.99 2.65 1.59
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
06 -19 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,974,923
Coastal
Planning & Engineering, Inc.
Northing (Y, ft):
865,354
Q P
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
Vertical System:
NAVD 88
rn
m
a�
`m
0
U
c
a�
U
N
d

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
W
H
c� 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
KH 75 +00 #08 Trough
5.1
SP
#230 - 1.08
2.05
1.84
2.06
8.82
0.8
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
06 -19 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,974,963
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
865,386
Q P
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 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
N
W
H
0 r
N 100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
m
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
#200 - 1.36
�H 75 +00 #09 BarCres • 9.9 SP #230 - 1.32 2.16 2.05 1.67 7.65 0.63 Project Name: Kitty Hawk, NC
w
? Comments: Analysis Date: 06 -19 -14
? Depths and elevations based on measured values Analyzed By: TM
Y
CB &I Easting (X, ft): 2,975,199
Coastal Planning & Engineering, Inc. Northing (Y, ft): 865,482
Q P 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 r r r �.
b�
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
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
0 Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
-'I KH 75 +00 #10 ( -12.5) • -13.8 SP #230 - 1.31
2.29 2.21 -1.69 9.04 0.61
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
06 -19 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,975,742
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
865,778
Q P
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
90 \
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
10
N
W
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
KH 75 +00 #11 ( -15)
-15.7
SP
#230 - 1.39
2.49
2.42
-1.97
10.94
0.56
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
06 -19 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,975,816
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
865,829
Q
P
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 1 1 1 1 t n— -♦ 1 1 1
90
80
70
m
CID
m 60
CD
50
to
0. 40
30
20
10
X
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
-'I KH 75 +00 #12 ( -17.5)
-17.7
SP
#230 - 1.54
2.68
2.65
-1.7
18.92
0.35
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
06 -20 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,975,981
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
865,916
Q P
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)
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 r
0
90
\
l
10
80
20
70
30
m
CID
rn
60
40
�
CD
T
m
50
50
2
to
e
40
60
ro
IL
30
70
20
80
10
N
W
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
KH 75 +00 #13 ( -20)
•
-19.7
SP
#230 - 2.oi
2.78
2.78
-5.47
70.32
0.43
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
06 -20 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,976,144
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
866,020
Q P
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 r
r
0
90
10
80
20
70
30
m
CID
rn
60
40
�
CD
C
T
m
50
50
2
to
o
40
+
60
d
30
70
20
�
80
10
N
W
H
\
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
KH 110 +00 #01 Dune
•
14.9
SW
#230
0.01
0.28
0.27
1.82
1.26
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
06 -20 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,976,514
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,254
Q P
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 r —r 0
90 10
80 20
70 30
CID m rn
CD
60 40 �
C
T m
50 50
to o
40 60
ro
IL
30 70
20 � 80
10 90
N
W \
H
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
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
' H 110 +00 #02 DuneTo 8.5 SW #230 - 0.31 1.26 0.05 0.29 1.81 1.28 Project Name: Kitty Hawk, NC
?FLU
Comments: Analysis Date: 08 -14 -15
? Depths and elevations based on measured values Analyzed By: SMT
Y
CB &I Easting (X, ft): 2,976,534
Coastal Planning & Engineering, Inc. Northing (Y, ft): 862,265
Q P 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
100 1 1 1 1 1 1_ I I I I I I
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
10
0
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
H 110 +00 #03 MidBer
5.1
SP
#230 -0.33
2
1.89
-1.7
8.47
0.63
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -18 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,976,562
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,282
Q P
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
CD
50
to
cCD. 40
30
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
20
10
I
N
H
c� 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
o Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
K 1 110 +00 #04 BermCr
st —�
5.0
SP
#230
1.82
1.7
0.93
3.84
0.69
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
KM
Y
CB &I
Easting (X, ft):
2,976,582
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,293
Q P
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

20 80
10 90
N
~ 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
100
N 100 5 10 5
1 5 0.1 5
0.01
Hydrometer
m
Millimeters
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10
14 13 25 35 45 60 80 120 170 200 230
Sand
100
r
0
o Coarse Fine
Coarse Medium Fine
a
90
z
10
0 Sample Symbol Elev. (ft) USCS % Fines
% Organics % Carbonates Median Mean Skew Kurt Sort
Sample Information
KH 110 +00 #05 MHW • 1.6 SP #230
1.98 1.73 1.24 4.59 0.81
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -14 -15
? Depths and elevations based on measured values
80
DA
\
20
Easting (X, ft):
2,976,610
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,309
70
2481 NW Boca Raton Blvd.
30
Z
m
Horizontal System:
NAD 1983
>
rn
CID
UJ
U,
Vertical System:
CD 60
40
�
C
T
m
50
50
2
to
0
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
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
KH 110 +00 #05 MHW • 1.6 SP #230
1.98 1.73 1.24 4.59 0.81
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -14 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,976,610
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,309
Q P
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 � i � 1 ,� � � I I I I � I I 0
90 10
80 20
70 1 30
m
rn
CD
60
40
�
CD
C
90
W
H
0
T
m
100
N 100
5 10 5
1 5 0.1 5
50
50
2
m
Millimeters
to
o
a
U
Sand
40
60
`m
Silt and Clay
IL
30 Il 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
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
cn'I KH 110 +00 #06 MTL
-0.8
SP
#230
2.14
1.97
1.65
6.73
0.71
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,976,630
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,319
Q
P
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
PHI Sieve Sizes -4.25 -4
Standard Sieve Sizes 3/45/8
1
-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 I I
30
20 1
Hydrometer
10
1
~
0
c� 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
cn'I KH 110 +00 #07 MLW
-2.6
SW
#2so - os2 2.62
0.42
1.88
8.11
0.86
Project Name:
Kitty Hawk, NC
•
?FLU
Comments:
Analysis Date:
06 -20 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,976,627
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,303
Q P
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
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
X
ti
Hydrometer
N
W
H
0 F F -
N 100 5 10 5 1 5 0.1 5 0.01
Millimeters
a Gravel Sand
r' 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
cn'KH 110 +00 #08 Trough • I -6.4 SW #230 - 0.61 I 2.12 I -1.31 I 0.1 I 3.13 I 0.9 Project Name:
w
? Comments: Analysis Date:
? Depths and elevations based on measured values Analyzed By:
Y
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q P 2481 NW Boca Raton Blvd.
Q Boca Raton, FL 33431 Horizontal System:
> ph [phone]
UJ
U, Vertical System:
5
Sample Information
Kitty Hawk, NC
06 -20 -14
TM
2,976,647
862,319
NAD 1983
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
C
50
to
cCD. 40
30
20
10
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
Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
' H 110 +00 #09 BarCre t -9.0 SP #230 - 1.36
2.38 2.34 -1.03 5.97 0.53
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,976,941
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,504
Q P
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 r r r + 0
90 10
80 f 20
70 30
m
'
rn
CID
CD 60
40
�
C
100
T
1 5 0.1 5
m
5 0.001
m
Millimeters
a
Gravel
50
50
2
to
o
o Coarse Fine Coarse
Medium Fine
a
40
60
z
`m
0 Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
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
0 Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
-'IKH 110 +00 #10 ( -12.5) • -12.5 SP #230 - 1.06
2.34 2.3 -0.92 4.98 0.51
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -18 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,977,304
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,712
Q P
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 1 4 1 I I I I I 0
90 10
80 20
70 30
m
rn
CID
80
10
60
40
�
CD
0
- -��
C
100
T
1 5 0.1 5
m
5
0.001
m
Millimeters
50
50
2
Sand
to
o
40
60
o
Coarse
Fine
Coarse
Medium
`m
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
0 Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
KH 110 +00 #11 ( -15)
-15.0
SP
#230 - 1.04
2.5
2.47
-0.86
5.85
0.46
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,977,485
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,824
Q P
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
'•\
0
90
10
80
20
70
1
30
CID C
i
2,
60
40
�
CD
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
10
–
90
o
\
� 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
-'IKH 110 +00 #12 ( -17.5)
-17.5
SP
#230 - 1.09
2.64
2.57
-1.59
9.65
0.48
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -18 -15
? Depths and elevations based on measured values
Analyzed By:
KM
Y
CB &I
Easting (X, ft):
2,977,633
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,910
Q P
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 r
90
80
W
0 �1
N 100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
m
a
Gravel Sand
Silt and Clay
o Coarse Fine Coarse Medium Fine
a
z
0
Sample Symbol I Elev. (ft) USCS % Fines % Organics % Carbonates I Median I Mean Skew Kurt Sort Sample Information
(0'I KH 110 +00 #13 ( -20) • -20.0 SP #230 - 1.381
70
i
Kitty Hawk, NC
m
Analysis Date:
08 -17 -15
CID
Analyzed By:
DA
m
60
Easting (X, ft):
2,977,778
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,993
CD
2481 NW Boca Raton Blvd.
Z
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U,
50
Vertical System:
NAVD 88
to
cCD.
40
30
20
10
N
W
0 �1
N 100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
m
a
Gravel Sand
Silt and Clay
o Coarse Fine Coarse Medium Fine
a
z
0
Sample Symbol I Elev. (ft) USCS % Fines % Organics % Carbonates I Median I Mean Skew Kurt Sort Sample Information
(0'I KH 110 +00 #13 ( -20) • -20.0 SP #230 - 1.381
2.54 I 2.53 I -0.52 I 7.78 I 0.37
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -17 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,977,778
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
862,993
Q P
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
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
�
"
>
T
m
50
50
2
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
KH 160 +00 #01 Dune • 14.8 SP #230 - o.2s
1.16 1.15 0.18 2.6 0.74
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
05 -19 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,979,009
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
857,919
Q P
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
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
♦— �� - -��♦ I I I I I I I I
1
Hydrometer
N
W
H
0
N 100 5 10 5 1 5 0.1 5 0.01
Millimeters
a Gravel Sand
r' Silt and Clay
d
Coarse
Fine
Coarse
Medium
Fine
a
z
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
' H 160 +00 #02 DuneTo
7.7
SP
#230 - 0.58
0.89
0.88
-0.16
3.16
0.75
Project Name:
w
? Comments:
Analysis Date:
? Depths and elevations based on measured values
Analyzed By:
Y
CB &I
Easting (X, ft):
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
Q P
2481 NW Boca Raton Blvd.
Q
Boca Raton, FL 33431
Horizontal System:
>
ph [phone]
UJ
U,
Vertical System:
5
Sample Information
Kitty Hawk, NC
08 -14 -15
DA
2,979,049
857,945
NAD 1983
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 Hydrometer
100 t t t 0
90 10
80 \ 20
70 \ 30
CID b 2)
CD 60 \ 40
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
Millimeters
Co
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
H 160 +00 #03 MidBer 6.6 SW #230 - 1.22 0.88 0.98 0.17 2.52 0.88 Project Name: Kitty Hawk, NC
w
? Comments: Analysis Date: 08 -17 -15
? Depths and elevations based on measured values Analyzed By: KM
Y
CB &I Easting (X, ft): 2,979,069
Coastal Planning & Engineering, Inc. Northing (Y, ft): 857,955
Q P 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
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
20
10
I '..
N
W
H
c� 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
o Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
K 1 160 +00 #04 BermCr
st —�
6.2
SP
#230
1.88
1.71
1.03
4.19
0.75
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,979,086
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
857,966
Q P
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
r s�
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
r�
0
F—
—
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
KH 160 +00 #05
MHW
1.2
SW
#2so - 0.70
0.03
0.02
2.89
1.38
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
05 -22 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,979,120
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
857,984
Q
P
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 r
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
_ 10 T \ \ \ \ \ \yIIIII
0
W
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
KH 160 +00 #06 MTL
-0.8
SW
#230
1.42
0.9
0.68
2.36
1.53
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
KM
Y
CB &I
Easting (X, ft):
2,979,167
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
858,014
Q P
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 1 1 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
Hydrometer
10
o
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
KH 160 +00 #07 MLW
-2.5
SW
#230 - 0.93
0.55
0.7
0.13
1.69
1.48
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,979,184
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
858,027
Q P
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 1 1 1 t 0
90 � 10
80 20
70 30
m
rn
CID
80
CD 60
40
�
C
90
T
m
�-'
� 0
50
50
2
to
100
o
5 10 5
1 5 0.1 5
0.01
5
0.001
m
40
60
m
Gravel
IL
30 70
20
80
10
N
90
H
�-'
� 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
o Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
�'KH 160 +00 #08 Troug
5.1
SP
#230 - 1.61
2.38
2.34
1.93
12.15
0.49
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
05 -22 -14
? Depths and elevations based on measured values
Analyzed By:
TM
Y
CB &I
Easting (X, ft):
2,980,362
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
858,714
Q
P
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 r r t --
90 \•
80
70 I
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
~
� 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
Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
' H 160 +00 #09 BarCre t -9.0 SP #230 - 1.25
2.49 2.47 -1.22 10.03 0.48
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -17 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,979,309
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
858,100
Q P
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 r
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
o
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
-'IKH 160 +00 #10 ( -12.5)
-12.5
SP
#230 - 1.15
2.48
2.47
-1.37
11.38
0.46
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -19 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,979,586
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
858,259
Q P
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)
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 1
90
80
70
m
CID
m 60
°
50
to
cCD. 40
30
20
10
° 0 \�� •
N 100 5 10 5 1 5 0.1 5 0.01 5
Millimeters
m
a
Gravel Sand
Silt and Clay
° Coarse Fine Coarse Medium Fine
a
z
0
Sample Symbol I Elev. (ft) USCS % Fines % Organics % Carbonates I Median I Mean Skew Kurt Sort Sample Information
KH 160 +00 #11 ( -15) • -15.0 SP #230 - 1.221
2.55 I 2.53 I -1.18 I 10.3 I 0.43
Project Name:
Kitty Hawk, NC
w
? Comments:
Analysis Date:
08 -17 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,979,784
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
858,377
Q P
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 1
90 41
80
70
m
CID
m 60
CD
50
to
40
cCD.
S
30
20
10
~
� L
\�
•
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
-'IKH 160 +00 #12 ( -17.5)
-17.5
SP
#230 - 1.39
2.6
2.56
-1.86
16.77
0.43
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -18 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,979,972
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
858,486
Q P
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 r
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
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
KH 160 +00 #13 ( -20)
-20.0
SP
#230
- 1.34
2.76
2.73
-3.3
28.52
0.46
Project Name:
Kitty Hawk, NC
•
w
? Comments:
Analysis Date:
08 -18 -15
? Depths and elevations based on measured values
Analyzed By:
DA
Y
CB &I
Easting (X, ft):
2,980,182
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
858,608
Q P
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 r
90
80
1.
70
m
CID
m 60
CD
50
to
0. 40
cQ
30
20
j 10
\
�-
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
KDH210 #01 Dune
•
12.6
SP
#200 - 0.33
#230 - 0.321
1.61
1.52
-0.79
4.83
0.65
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
05 -14 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,981,550
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
853,641
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 a)
C:
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 r
r „`i
ti
0
90
10
80
\
20
70
\
30
CID
\
rn
(D
60
40
CD
C
T
m
50
50
2
to
o
40
60
ro
IL
30
— \
70
20
�
80
N 10
0
90
0
��
_ _�
100
Q 100 5 10
5 1
5 0.1 5
0.01
5
0.001
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 KDH210 #02 DuneToe • 9.4 SW
#230 - 0.541
0.69 0.65 -0.28 3.35 0.87
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -14 -15
Depths and elevations based on measured values
Analyzed By:
DA
CB &I
Easting (X, ft):
2,981,575
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
853,655
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 r r
0
90
10
80
\\
20
70
30
CID
M
60
40
�
CD
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 0.1uJ 5
0.01
5
0.001
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 KDH210 #03 MidBerm • 7.1 SP #2so - o.2s
0.82 0.87 0.22 2.8 0.78
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -14 -15
Depths and elevations based on measured values
Analyzed By:
SMT
CB &I
Easting (X, ft):
2,981,624
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
853,682
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 t
90
80 \
l
70
m \
CID
m 60
50
to
cCD. 40
30
20
N 10
0
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
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
W KDH210 #04 BermCres
•
6.6
SW
#230 - 0.50
1.16
1.06
-0.69
3.4
1.02
Project Name:
i Comments:
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 -14 -15
SMT
2,981,657
853,704
NAD 1983
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
Hydrometer
CID
m 60
50
to \
C�° 40
cQ
30
20
10
I
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
KDH21 #200 - 0.69 0 #05 MHW • 0.8 SW #230 -0.69 0.72 0.68 0.32 2.64 1.14 Project Name: Kill Devil Hills, NC
Comments: Analysis Date: 08 -18 -15
Depths and elevations based on measured values Analyzed By: KM
i
CB &I Easting (X, ft): 2,981,726
Coastal Planning & Engineering, Inc. Northing (Y, ft): 853,737
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431 Horizontal System: NAD 1983
• ' ph [phone]
Vertical System: NAVD 88
0
10
20
30
FD
rn
40
m
50 2
CU
0
U
60
m
d
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 �—L l I I I I I I I 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
KDH210 #06 MTL
-0.4
SW
#200 - 1.00
#230-1.00
1.69
1.43
-1.39
4.99
1.03
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,981,709
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
853,731
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 a)
C:
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 J� I I I I I I I I I I
90
80
70
m
mCID \
60
50 1
to
0. 40
cQ
30
20
10 - -- \
0 —r
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 - 0.71
KDH210 #07 MLW • -2.5 SW #230 -0.71 1 0.78 -0.66 2.65 1.38 Project Name: Kill Devil Hills, NC
Comments: Analysis Date: 08 -17 -15
Depths and elevations based on measured values Analyzed By: DA
i
CB &I Easting (X, ft): 2,983,074
Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,593
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
50 2
CU
0
U
60
a�
m
d
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
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
KDH210 #08 Trough
5.1
SW
#200 - 0.85
#230 - 0.84
2.07
1.68
1.47
4.61
1.12
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,981,795
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
853,780
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 a)
C:
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 r
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
N 10
90
o
\
0
100
Q 100 5 10 5
1 5 0.1 5
0.01
5
0.001
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 KDH210 #09 BarCrest • -9.0 SP #230 - 1.59
2.6 2.56 -0.85 6.39 0.44
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -17 -15
Depths and elevations based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,982,345
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
854,088
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 I
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60 a)
C:
U
N
d
70
80
90
100
0.001
\.
I 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
KDH210 #10 ( -12.5)
-12.5
SP
#200 - 1.65
#230 - 1.54
2.55
2.49
-1.03
6.28
0.49
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
08 -17 -15
Depths and elevations based on measured values
i
Analyzed By:
KM
CB &I
Easting (X, ft):
2,982,414
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
854,130
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 a)
C:
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 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
—�
I
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 - 1.58
KDH210 #11 ( -15) • -15.0 SP #230 - 1.43 2.63 2.48 -1.78 7.47 0.67 Project Name: Kill Devil Hills, NC
Comments: Analysis Date: 08 -18 -15
Depths and elevations based on measured values Analyzed By: KM
i
CB &I Easting (X, ft): 2,982,634
Coastal Planning & Engineering, Inc. Northing (Y, ft): 854,254
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
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 1
w
90
80
70
m
CID
m 60
CD
50
to
40
cCD.
S
..•
30
I
I
20
a
—
10
\
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
KDH210 #12 ( -17.5)
-17.5
SP
#200 - 1.74
#230 - 1.45
2.76
2.7
-4.16
29.43
0.63
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
08 -17 -15
Depths and elevations based on measured values
i
Analyzed By:
KM
CB &I
Easting (X, ft):
2,982,734
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
854,311
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 a)
C:
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 1
90 \�
80
70
m
CID
m 60
CD
50
to
cCD. 40
Hydrometer
30
20
10 1
0
J
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 - 1.91
KDH210 #13 ( -20) • -20.0 SP #230 - 1.54 2.83 2.84 -1.6 20.03 0.36 Project Name: Kill Devil Hills, NC
Comments: Analysis Date: 08 -17 -15
Depths and elevations based on measured values Analyzed By: KM
i
CB &I Easting (X, ft): 2,982,776
Coastal Planning & Engineering, Inc. Northing (Y, ft): 854,333
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 a)
C:
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 �
90 \
80
70
m
CID
m 60
CD
50
to
cCD. 40
30 1
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
KDH235 #01 Dune • 14.8 SP #200 - 0.39 #230 - 0.36 1.47 1.42 0.49 3.68 0.66 Project Name: Kill Devil Hills, NC
Comments: Analysis Date: 08 -18 -15
Depths and elevations based on measured values Analyzed By: KM
i
CB &I Easting (X, ft): 2,981,550
Coastal Planning & Engineering, Inc. Northing (Y, ft): 853,641
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 a)
C:
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 1 1 s,1 I I I I I I I I I
N 10
0
J
Hydrometer
Q 100 5 10 5 1 5 0.1 5 0.01 5
m
Millimeters
IL
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001
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 KDH235 #02 DuneToe
•
10.5
SW
#2so -o.2s
0.76
0.54
0.27
1.96
1.34
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -13 -15
Depths and elevations based on measured values
Analyzed By:
DA
CB &I
Easting (X, ft):
2,982,870
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,476
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

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 19 14 13 25 35 45 60 80 120 170 200 230
t
Hydrometer
N 10
0
J 0
Q 100 5 10 5 1 5 0.1 5 0.01 5
03
m Millimeters
IL
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001
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 KDH235 #03 MidBerm
•
6.5
SW
#2so - o.2s
1.86
1.47
-0.96
3.02
1.11
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,982,943
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,516
Q
2481 NW Boca Raton Blvd.
Z .
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
LU
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

N 10 90
0
0 — – 100
Q 100 5 10 5 1 5 0.1 5 0.01 5 0.001
m
Millimeters
IL
Gravel
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
Hydrometer
Silt and Clay
>> Coarse Fine Coarse
Medium Fine
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
a
Z
i
100
r r
\
0
% Carbonates Median Mean Skew Kurt Sort
90
Sample Information
10
1.93 1.88 -0.9 5.59 0.59
80
Kill Devil Hills, NC
20
70
08 -18 -15
30
m
KM
rn
CID
2,983,013
Coastal Planning & Engineering, Inc.
CD 60
851,556
40
�
C
Z .
Boca Raton, FL 33431
T
NAD 1983
>
m
LU
U)
Vertical System:
NAVD 88
50
50
2
to
o
40
60
ro
IL
30
70
20
80
N 10 90
0
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 Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
W KDH235 #04 BermCres • 4.2 SP #2so -o.2s
1.93 1.88 -0.9 5.59 0.59
Project Name:
Kill Devil Hills, NC
5C Comments:
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,983,013
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,556
Q
2481 NW Boca Raton Blvd.
Z .
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
LU
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 0
90 10
80 "� 20
70 � 30
CID M
CD
60 40
T
m m
50 50
to o
40 60
ro
IL
30 70
20
1
80
10
90
� t
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
KDH235 #05 MHW
#200 - 0.42
• 1.6 SW #230-0.42
1.78 1.35 -0.86 2.6 1.21
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -18 -15
Depths and elevations
i
based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,983,031
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,566
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
100 r -�
90
80 \
70 L
m
CID
m 60
CD
50
W �
40
30
20
10 \
0
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
KDH235 #06 MTL
0.8
SW
#200 - 0.73 #230 -0.73
0.01
0.01
1.55
1.86
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
08 -19 -15
Depths and elevations based on measured values
i
Analyzed By:
KM
CB &I
Easting (X, ft):
2,981,709
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
853,731
2481 NW Boca Raton Blvd.
•
Boca Raton, FL 33431
Horizontal System:
NAD 1983
'
ph [phone]
Vertical System:
NAVD 88
0
10
20
30
FD
rn
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 r
s -�
0
90
10
80
\
20
70
\
30
o"
CID
rn
m
60
40
m
\
m
•
2
50
50
to
o
40
60
ro
IL
30
70
20
\
80
10
90
0
—T �
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
KDH235 #07 MLW • 2.3 SW
#200 - 0.93 #230 -0.92
1.53 1.03 0.64 2.23 1.41
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -19 -15
Depths and elevations based on measured values
i
Analyzed By:
DA
CB &I
Easting (X, ft):
2,983,074
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,593
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 t- 0
90 10
80 20
70 30
m
rn
CID
80
60
40
�
CD
90
C
T
m
•
50
50
2
100
to
5 10 5
o
0.01
5
0.001
Millimeters
40
60
Gravel
Sand
`m
IL
30 70
20
80
10
90
i
•
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
KDH235 #08 Trough
#200 - 1.31
• -5.0 SP #230 - 1.23
2.52 2.48 -0.74 5.35 0.44
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -17 -15
Depths and elevations based on measured values
i
Analyzed By:
KM
CB &I
Easting (X, ft):
2,981,795
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
853,780
2481 NW Boca Raton Blvd.
•
Boca Raton, FL 33431
Horizontal System:
NAD 1983
'
ph [phone]
Vertical System:
NAVD 88

\
10 90
N
0 - -- \ 100
Q 100 5 10 5 1 5 0.1 5 0.01 5 0.001
03
m Millimeters
IL
Gravel
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
Hydrometer
Silt and Clay
>> Coarse Fine Coarse
Medium Fine
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
a
Z
i
100
r r r t __
0
N Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
w KDH235 #09 BarCrest • -9.0 SP #230 - 1.33
90
Project Name:
10
i Comments:
80
Analysis Date:
20
Depths and elevations based on measured values
70
Analyzed By:
30
m
Easting (X, ft):
2,983,611
M
CID
Northing (Y, ft):
851,903
Q
m 60
40
Z .
C
Horizontal System:
NAD 1983
>
T
m
Vertical System:
NAVD 88
50
50
2
to
o
40
60
ro
IL
30
70
20
80
\
10 90
N
0 - -- \ 100
Q 100 5 10 5 1 5 0.1 5 0.01 5 0.001
03
m Millimeters
IL
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 KDH235 #09 BarCrest • -9.0 SP #230 - 1.33
2.61 2.54 -1.35 7.3 0.49
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,983,611
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,903
Q
2481 NW Boca Raton Blvd.
Z .
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
LU
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
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
KDH235 #10 ( -12.5)
•
-12.5
SP
#200 - 1.83
#230 - 1.64
2.56
2.48
-1.45
8.48
0.49
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -17 -15
Depths and elevations based on measured values
i
Analyzed By:
DA
CB &I
Easting (X, ft):
2,983,854
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
852,043
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 a)
C:
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
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
I
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
KDH235 #11 ( -15)
•
15.0
SP
#200 - 1.52 #230 - 1.39
2.5
2.32
2.08
10.12
0.72
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -19 -15
Depths and elevations
i
based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,983,691
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,946
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 a)
C:
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 r r 1 t „ -- 0
90 \ 10
80 \ 20
70 30
m
rn
CID
60
40
�
CD
80
C
\
T
m
0
—
100
50
50
2
0.01
5
0.001
to
o
Gravel
Sand
40
60
Silt and Clay
`m
Coarse Fine Coarse
Medium Fine
IL
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
KDH235 #12 ( -17.5)
#200 - 1.85
• -17.5 SP #230 - 1.68
2.75 2.71 -1.79 11.83 0.45
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -17 -15
Depths and elevations based on measured values
i
Analyzed By:
KM
CB &I
Easting (X, ft):
2,984,079
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
852,171
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
100 1 1 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
Hydrometer
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
KDH235 #13 ( -20)
#200 - 1.77
• -20.0 SP #230 - 1.44
2.74 2.65 -2.95 15.62 0.61
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -19 -15
Depths and elevations
i
based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,984,362
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
852,334
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 a)
C:
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
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
1
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
KDH260 #01 Dune
•
13.6
SP
#200 - 0.32 #230 -0.32
1.03
1
0.23
3.07
0.7
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
05 -14 -14
Depths and elevations
i
based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,984,118
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,293
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
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 1 s ;.
90
80 1.
1
70
m
CID
m 60 1
m
m 50
to
cCD. 40
S
30
20
10
0
0
Q 100 5 10 5 1 5 0.1 5 0.01 5
m
Millimeters
IL
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
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
w KDH260 #02 DuneToe
•
10.5
SP
#230 - 0.31
1.01
0.92
1.06
5.36
0.8
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,984,136
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,302
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 19 14 13
25 35 45 60 80 120 170 200 230
Hydrometer
100 r
r
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
\
N 10
0
90
0
, -, ,
100
Q 100 5 10
5 1
5 0.1 5
0.01
5
0.001
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 KDH260 #03 MidBerm • 9.2 SP
#2so - 0.20
0.79 0.79 -0.32 4.34 0.69
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -17 -15
Depths and elevations based on measured values
Analyzed By:
DA
CB &I
Easting (X, ft):
2,984,160
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,315
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 rI � � � � r, � ��
i i i i i i i
0
V
90
�
10
80
20
70
30
m
CID
60
40
CD
CD
50
50
to
40
60
cCD.
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
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 KDH260 #04 BermCres • 7.5 SP #2so - 0.20
1.54 1.43 -0.81 3.97 0.73
Project Name:
Kill Devil Hills, NC
5C Comments:
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,984,195
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,333
Q
2481 NW Boca Raton Blvd.
Z .
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88
rn
m
a�
`as
0
U
c
a)
U
m
d

100
90
80
70
m
CID
m 60
m
50
to
0. 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 - - —i I I I I I I I I I
Hydrometer
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
KDH260 #05 MHW
•
1.2
SW
#200 - 0.54
#230 -0.53
0.18
0.21
0.05
3.29
0.95
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
05 -19 -14
Depths and elevations
i
based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,984,233
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,355
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
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
90 \
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
I 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 - 1.36
KDH260 #06 MTL • -0.6 SP #230 - 1.36 2.06 1.96 -0.96 4.74 0.6 Project Name: Kill Devil Hills, NC
Comments: Analysis Date: 08 -17 -15
Depths and elevations based on measured values Analyzed By: KM
i
CB &I Easting (X, ft): 2,984,256
Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,365
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 a)
C:
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
10�
I o
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
KDH260 #07 MLW • 2.0 SW #200 - 0.41 #230 -0.41 0.68 0.14 2.9 1.47 Project Name: Kill Devil Hills, NC
Comments: Analysis Date: 05 -22 -14
Depths and elevations based on measured values Analyzed By: TM
i
CB &I Easting (X, ft): 2,984,257
Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,369
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 a)
C:
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 1 1 1 1
90
80
70
m
CID
m 60
m
�R 50
to
cCD. 40
30
20
Hydrometer
10
I�
F -. - -.
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
KDH260 #08 Trough
•
-5.0
SP
#200 - 1.14
#230 - 1.13
2.36
2.3
-1.51
8.1
0.53
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,984,399
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,457
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 a)
C:
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 1 1 � i � 1 i 1 � 't n -� I I I I � I I 0
90 10
80 l 20
70 30
30 I 70
20 80
N 10 90
o I
0 ` • • 100
Q 100 5 10 5 1 5 0.1 5 0.01 5 0.001
m
Millimeters
IL
Gravel
Sand
2M
CID
Silt and Clay
>> Coarse Fine Coarse
60
40
a
Z
i
CD
N Sample Symbol Elev. (ft) USCS % Fines % Organics
C
Sample Information
w KDH260 #09 BarCrest • -9.0 SP #230 - 1.38
T
Project Name:
Kill Devil Hills, NC
m
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
DA
50
Easting (X, ft):
50
2
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,673
Q
to
o
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
40
Vertical System:
60
ii
30 I 70
20 80
N 10 90
o I
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 Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
w KDH260 #09 BarCrest • -9.0 SP #230 - 1.38
2.4 2.32 -1.22 5.61 0.56
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
Analyzed By:
DA
CB &I
Easting (X, ft):
2,984,828
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,673
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
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
10
L« •
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
KDH260 #10 ( -12.5)
-12.5
SP
#200 - 1.16
#230 - 1.13
2.53
2.41
-1.11
4.88
0.53
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
08 -17 -18
Depths and elevations based on measured values
i
Analyzed By:
KM
CB &I
Easting (X, ft):
2,984,902
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,712
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 a)
C:
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 1
90
80
70
m I
CID
m 60
m
50
to
cCD. 40
30
20
10
0 �I
� •
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
KDH260 #11 ( -15)
15.0
SP
#200 - 1.33 #230 - 1.27
2.39
2.3
1.02
4.88
0.57
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
i
Analyzed By:
KM
CB &I
Easting (X, ft):
2,985,206
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,876
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 a)
C:
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 1 1 1 1 i —_4 \ 1 I I I I I
90 \
80
70
m
CID
m 60
C
50
to
cCD. 40
30
20
Hydrometer
10
I
I
—
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
KDH260 #12 ( -17.5)
•
17.5
SP
#200 - #230 - 11.37 .23
2.41
2.39
1.11
7.14
0.46
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
i
Analyzed By:
DA
CB &I
Easting (X, ft):
2,985,356
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,953
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
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 1 1 1 1 n - -�-
90
80
70
m
CID
i
m 60
CD
�
J{
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
i
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
KDH260 #13 ( -20)
•
-20.0
SP
#200 - 1.61
#230 - 1.45
2.53
2.51
-1.33
14.26
0.37
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -18 -15
Depths and elevations
i
based on measured values
Analyzed By:
DA
CB &I
Easting (X, ft):
2,985,455
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
850,007
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 a)
C:
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 1
90
80 \
70 \
CID
m 60
CD
50
to
0. 40 \
cQ
30
20 1P
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
KDH290 #01 Dune
16.7
SP
#200 - 0.34
#230 - 0.331
1.37
1.34
-0.16
2.55
0.74
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
05 -14 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,985,624
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,715
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
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 13 25
35 45 60 80 120 170 200 230
Hydrometer
100 rI � � � � r, � ��
i
i i i i i i
0
90
�\
10
80
20
70
30
CID m
»
2M
(D
m
40
60
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
10
90
0
��
100
Q 100 5 10 5
1
5 0.1 5
0.01
5
0.001
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 KDH290 #02 DuneToe
•
12.0
SP
#230 -0.57
1
1.26
1.24
-0.28
3.33
0.78
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,985,642
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,725
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 � � � � r, ��
i i i i i i i i
0
90
10
80
20
70
30
m
CID
rn
60
40
�
CD
C
T
m
50
50
2
to
o
\
40
60
d
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
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 KDH290 #03 MidBerm
•
7.1
SW
#230 -0.41
1.28
0.05
0.45
2.63
0.96
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,985,681
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,745
Q
2481 NW Boca Raton Blvd.
Z .
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88

0- -. —• -. 100
Q 100 5 10 5 1 5 0.1 5 0.01 5 0.001
m
Millimeters
IL
Gravel
Sand
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
Silt and Clay
>> Coarse Fine Coarse
Medium Fine
Hydrometer
a
Z
i
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13
25 35 45
60 80 120 170 200 230
Sample Information
100
r t k
Project Name:
Kill Devil Hills, NC
0
Analysis Date:
05 -19 -14
Depths and elevations based on measured values
Analyzed By:
TM
90
CB &I
Easting (X, ft):
2,985,716
10
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,764
Q
2481 NW Boca Raton Blvd.
Z .
Boca Raton, FL 33431
\
NAD 1983
>
ph [phone]
80
UJ
U)
20
NAVD 88
70
�
30
m
CID
CD
60
40
CD
50
50
to
cCD.
40
60
30
70
20
80
N
10
\\
90
0
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 Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
KDH290 #04 BermCres • 6.4 SP #230 - 0.65
1.63 1.45 -0.71 3.14 0.84
Project Name:
Kill Devil Hills, NC
5C Comments:
Analysis Date:
05 -19 -14
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,985,716
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,764
Q
2481 NW Boca Raton Blvd.
Z .
Boca Raton, FL 33431
Horizontal System:
NAD 1983
>
ph [phone]
UJ
U)
Vertical System:
NAVD 88
rn
m
a�
`m
0
U
c
a)
2
N
d

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 y
mCID \\
60
30
20
Hydrometer
j 10
�
50
to
�
H
\\
CD. 40
cQ
100
5 10
5
30
20
Hydrometer
j 10
I 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
KDH290 #05 MHW
•
1.2
SW
#200 - 0.51 #230 -0.50
2.09
0.02
0.26
2.57
1.24
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
05 -19 -14
Depths and elevations
i
based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,985,757
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,785
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
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 r 0
90 10
80 20
70 30
m rn
CID CD
60 40 �
C
T m
50 50
to o
CID. 40 \ 60
`m
IL
30 \ 70
20 80
10 90
F 0 ��I 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
#200 - 0.71
KDH290 #06 MTL • -0.4 SW #230 -0.71 2.18 -0.29 0.08 1.85 1.64 Project Name: Kill Devil Hills, NC
Comments: Analysis Date: 05 -19 -14
Depths and elevations based on measured values Analyzed By: TM
i
CB &I Easting (X, ft): 2,985,769
Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,792
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431 Horizontal System: NAD 1983
• ' ph [phone]
Vertical System: NAVD 88

70 30
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
(D
60
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 t
10
0
m
90
0
��
90
50
2
10
100
5 10
to
1 5 0.1 5
80
5
0.001
20
70 30
30 70
20
2M
CID
(D
60
40
CD
�'
C
10
T
m
90
0
��
50
50
2
100
100
5 10
to
1 5 0.1 5
o
5
0.001
Millimeters
40
60
Gravel
`m
IL
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
KDH290 #07 MLW
•
-2.0
SW
#200 - 0.48
#230-0.48
2.62
-1.25
1.39
5.43
1.28
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
05 -19 -14
Depths and elevations
i
based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,985,780
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,797
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
100 1 1 ' '- r —� - -_� 1 1 1 1 1 1 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
10
1
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
KDH290 #08 Trough
5.1
SP
#200 - 1.21 #230 - 1.041
2.34
2.2
3.09
15.62
0.81
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,985,811
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,809
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 a)
C:
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 1 1 �
s -4-4 I I I I I 1 1
90 •
80 \
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
N 10
Hydrometer
0
J
0
Q 100 5 10 5 1 5 0.1 5 0.01 5
m
Millimeters
IL
0
10
20
30
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
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
w KDH290 #09 BarCrest
•
-9.1
SW
#230 - 1.09
2.02
1.67
-1.25
4.36
1.14
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,985,994
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,887
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)
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 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
I
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
KDH290 #10 ( -12.5)
-12.5
SP
#200 - 1.55
#230 - 1.46
2.49
2.45
-1.4
11.56
0.49
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,986,086
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
847,000
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 a)
C:
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 0 0 �—
�♦ ♦
♦ — - -;
0
90
10
80
20
70
1
30
CID m
t
M
60
40
�
CD
C
T
m
50
—
50
to
o
40
60
ro
IL
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
KDH290 #11 ( -15)
•
15.0
SP
#200
#230
- 1.48
- 1.31
2.65
2.59
0.87
5.47
0.45
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,986,592
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
847,225
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
100 I
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
10
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
KDH290 #12 ( -17.5)
17.5
SP
#230 - #200 - 11.40 .37
2.3
2.23
1.23
6.48
0.56
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
05 -20 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,986,754
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
847,311
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 a)
C:
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 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
KDH290 #13 ( -20)
•
-20.0
SP
#200 - 1.42 #230 - 1.33
2.51
2.47
1.42
10.54
0.43
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
05 -20 -14
Depths and elevations
i
based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,986,914
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
847,396
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 a)
C:
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
90
80
70
m
CID
m 60
C "
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
KDH320 #01 Dune • 20.1 SP #200 - 0.30 #230 -0.2s 1.16 1.15 0.18 2.6 0.74 Project Name: Kill Devil Hills, NC
Comments: Analysis Date: 05 -19 -14
Depths and elevations based on measured values Analyzed By: TM
i
CB &I Easting (X, ft): 2,987,166
Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,132
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 a)
C:
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 i 0
90 10
80 20
70 \ 30
CID M
m 60 40
C
T m
50 50
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
a
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 KDH320 #02 DuneToe • 12.4 SP #230 -0.55 0.95 0.91 0.25 3.01 0.77 Project Name: Kill Devil Hills, NC
i Comments: Analysis Date: 08 -19 -15
Depths and elevations based on measured values Analyzed By: DA
CB &I Easting (X, ft): 2,987,194
Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,145
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 k 0
90 10
80 \ 20
70 \ 30
m rn
CID ��
m 60 40 �
C
T m
50 50 m
to o
40 I 60
ro
IL
30 70
20 80
N 10 \ 90
0
J
0 — + + • - 100
Q 100 5 10 5 1 5 0.1 5 0.01 5 0.001
m
Millimeters
a
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 KDH320 #03 MidBerm • 10.6 SP #230 - 1.24 0.68 0.65 0.11 3.77 0.6 Project Name: Kill Devil Hills, NC
i Comments: Analysis Date: 08 -14 -15
Depths and elevations based on measured values Analyzed By: SMT
CB &I Easting (X, ft): 2,987,217
Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,158
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 rI --------
0
90
10
80
\
20
70
30
CID
M
m 60
40
C
T
m
50
50
2
to
o
40
60
ro
IL
30
\
70
20
\
80
N 10
90
0
0
100
Q 100 5 10 5
1 5 0.1 5
0.01
5
0.001
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 KDH320 #04 BermCres
•
8.9
SP
#230 -0.32
1.2
1.21
-0.12
3.75
0.65
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
08 -13 -15
Depths and elevations based on measured values
Analyzed By:
DA
CB &I
Easting (X, ft):
2,987,247
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,175
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
r s�
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
0
r�
—
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
KDH320 #05 MHW
1.2
SW
#200 - 0.71 #230 - 0.70
0.03
0.02
2.89
1.38
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
05 -22 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,987,287
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,196
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
100 1 i i 1 i i i i s i i
90
80
70
m
CID
m 60
50
to
CID. 40
30
20
10
0 F—F
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
KDH320 #06 MTL
0.4
SW
#200 - 0.44 #230 - 0.44
0.78
0.37
2.11
1.82
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
05 -14 -14
Depths and elevations based on measured values
i
Analyzed By:
TM
CB &I
Easting (X, ft):
2,987,301
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,204
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
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 1 1— 1 1 1 1 1 1 1 1 1
90
80
70
e
CID
60
CD
_m
� 50
to
cCD. 40
30
20 \
10
o
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
KDH320 #07 MLW
-2.5
SW
#200 - 0.89
#230 -0.89
1.43
0.83
-0.6
2.01
1.62
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
08 -18 -15
Depths and elevations based on measured values
i
Analyzed By:
KM
CB &I
Easting (X, ft):
2,987,340
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,230
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 a)
C:
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
100 1 1 1 1 1 1 I I I I I I I
i
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
0
100 5 10 5 1 5 0.1 5 0.01
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
KDH320 #08 Trough • 5.0 SW #200 - 0.86 #230 - 0.85 2.12 1.7 1.06 3.16 1.13 Project Name:
Comments: Analysis Date:
Depths and elevations based on measured values Analyzed By:
i
CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431 Horizontal System:
• ' ph [phone]
Vertical System:
5
Sample Information
Kill Devil Hills, NC
05 -23 -14
TM
2,987,409
844,260
NAD 1983
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
o
40
60
P
\
ro
IL
30
\
70
\
20
80
N 10
90
0
0
—
100
Q 100 5 10
5
1 5 0.1 5
0.01
5
0.001
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 KDH320 #09 BarCrest
•
9.4
SW
#230 - 0.74
-0.18
0.15
2.96
1.26
Project Name:
Kill Devil Hills, NC
i Comments:
Analysis Date:
05 -23 -14
Depths and elevations based on measured values
Analyzed By:
TM
CB &I
Easting (X, ft):
2,987,471
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,277
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 1 0
90 10
80 20
70 30
m
rn
CID
80
60
40
�
CD
90
T
m
50
50
2
to
--
o
100
100
5 10 5
1 5 0.1 5
40
60
P
Millimeters
m
IL
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
KDH320 #10 ( -12.5)
-12.5
SP
#200 - 1.14
#230 - 1.06
2.39
2.33
-1.01
4.9
0.55
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
08 -17 -15
Depths and elevations based on measured values
i
Analyzed By:
DA
CB &I
Easting (X, ft):
2,987,951
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,549
2481 NW Boca Raton Blvd.
•
Boca Raton, FL 33431
Horizontal System:
NAD 1983
'
ph [phone]
Vertical System:
NAVD 88

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 "8 25 35 45 60 80 120 170 200 230
Hydrometer
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
KDH320 #11 ( -15)
•
-15.0
SP
#200 - 1.82
#230 - 1.50
2.58
2.51
-3.79
30.3
0.55
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -17 -15
Depths and elevations
i
based on measured values
Analyzed By:
DA
CB &I
Easting (X, ft):
2,988,072
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,612
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 a)
C:
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 r �-
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
KDH320 #12 ( -17.5)
17.5
SW
#200 - #230 - 11.67 .43
2.47
2.13
2.73
9.81
1.34
Project Name:
Kill Devil Hills, NC
•
Comments:
Analysis Date:
08 -17 -15
Depths and elevations based on measured values
i
Analyzed By:
DA
CB &I
Easting (X, ft):
2,988,123
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,639
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 a)
C:
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 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
j 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
KDH320 #13 ( -20)
•
-20.0
SP
#200 - 1.96 #230 - 1.70
2.68
2.63
2.42
23.22
0.43
Project Name:
Kill Devil Hills, NC
Comments:
Analysis Date:
08 -17 -15
Depths and elevations
i
based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
2,988,231
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,698
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 a)
C:
U
N
d
70
80
90
100
0.001