20040393 Ver 2_Appendix 18_20150924

APPENDIX 18
PROPOSED BORROW AREAS COMPOSITE GRAIN SIZE DISTRIBUTION CURVES/HISTOGRAMS
(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
100 i t
I
I I I I 1 1
90
80
\
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
Hydrometer
N 10 \
0
N
100 5 10 5 1 5 0.1 5 0.01 5
N Millimeters
a
aGravel Sand
Silt and Clay
Coarse Fine Coarse Medium Fine
N
W Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
#200 - 0.90
P DRROW AREA A CO Pt SW #230 - 0.83 1.63 1.47 1.39 6.7 0.9 Project Name:
o Comments: COMPOSITE Analysis Date:
m' Depths and elevations based on measured values Analyzed By:
0
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:
w
ph [phone]
U, Vertical System:
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
IL
70
80
90
100
0.001
Sample Information
OBX Cooperative Sand Search
07 -17 -15
ST
NAD 1983
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
1 1 �-- -'� _ 1 I I i I I I I I I
Hydrometer
o
N
r`
100 5 10 5 1 5 0.1 5 0.01 5
N Millimeters
a
aGravel Sand
Silt and Clay
Coarse Fine Coarse Medium Fine
W' Sample Symbol I Elev. (ft)I USCS % Fines % Organics % Carbonates I Median I Mean Skew I Kurt Sort Sample Information
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
U
N
d
70
80
90
100
0.001
g URROW AREA C COMPt SW #200 - 1.58 #230 - 1.36 2.12 1.83 -1.87 7.44 1.09 Project Name: OBX Cooperative Sand Search
a
o Comments: COMPOSITE Analysis Date: 07 -17 -15
m' Depths and elevations based on measured values Analyzed By: ST
0
(0 CB &I Easting (X, ft):
Coastal Planning & Engineering, Inc. Northing (Y, ft):
Q 2481 NW Boca Raton Blvd.
Z . Boca Raton, FL 33431 Horizontal System: NAD 1983
w
ph [phone]
U, Vertical System: NAVD 88

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 13 25 35 45 60 80 120 170 200 230
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -01 COMP
-58.7
SP
#200 - 1.16
#230 - 1.07
1.72
1.64
-0.82
5.32
0.77
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -16 -14
:' Depths and elevations based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
3,020,303
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
839,465
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 rI � � �, o� ,���
i i i i i s i i
0
90
10
80
\
\i
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
.1
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -02 COMP
•
-53.3
SP
1200 -0.83 #230 - 0.811
1.44
1.38
-0.75
4.76
0.79
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -16 -14
:' Depths and elevations based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
3,019,888
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
841,618
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
1,
70
\
30
CID
2M
60
\
40
CD
m
m
50
50
2
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -03 COMP
•
-60.9
SW
1200 -0.77
#230 - 0.72
1.13
0.89
-1.02
4.09
1.18
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -16 -14
:' Depths and elevations based on measured values
Analyzed By:
KM
CB &I
Easting (X, ft):
3,018,175
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
840,247
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 \
Hydrometer
0
10
20
70 \ 30
CID rn
CD
60 40 �
C
T 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
Silt and Clay
Coarse Fine Coarse Medium Fine
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
DCVC -14 -04 COMP • -48.7 SP 1200 -0.66 #230 - 0.631 1.24 1.14 -0.92 4.89 0.83 Project Name: OBX Cooperative Sand Search
Comments: COMPOSITE Analysis Date: 10 -16 -14
:' Depths and elevations based on measured values Analyzed By: KM
CB &I Easting (X, ft): 3,019,454
Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,891
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
100
90
80
70
m
CID
m 60
CD
50 I to
CD. 40
cQ
30
20
10 \
0 — + -• •
Hydrometer
0
10
20
30
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -05 COMP
-49.7
SP
1200 -0.92
#230 - 0.90
1.64
1.51
-1.8
11.48
0.75
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,660
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
847,624
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
m
CID
m 60
CD
50
to
cCD. 40
30
20 I
10
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -06 COMP
-58.3
SW
1211-1-11
#230 - 1.007 7
1.9
1.76
-2.14
11.32
0.86
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
3,019,434
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,130
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
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
30 I 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
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
DCVC -14 -07 COMP • -61.1 SP 1201 -o.6s 1.99 1.93 -1.45 9.7 0.57 Project Name: OBX Cooperative Sand Search
#230 - 0.62
Comments: COMPOSITE Analysis Date: 10 -17 -14
:' Depths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 3,021,099
Coastal Planning & Engineering, Inc. Northing (Y, ft): 850,596
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
\
CID
\
rn
60
40
CD
m
m
50
50
2
to
e
40
60
ro
IL
30
70
20
�
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -09 COMP
•
-57.2
SW
#200 - 0.66
#230 - 0.62
1.04
0.71
-0.75
2.98
1.27
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,017,324
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,722
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
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
I
10
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
0
1UU
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -10 COMP
-60.6
SP
#230 -0.71 #230 - 0.701
2.15
2.11
-1.93
17.16
0.5
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,021,257
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
852,010
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
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
C:
U
N
IL
70
80
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
Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
DCVC -14 -100 COMP • -56.1 SP #200 -0.8s #230 - 0.841
2.06 1.94 -3.97 28.17 0.76
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,429
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,301
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 -- -- y
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0 . - -.
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -11 COMP
-58.8
SP
#200 -0.
#230 - 0.778 8
1.74
1.63
-1.98
11.34
0.77
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,018,262
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
852,082
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
Standard Sieve Sizes 3/45/8
100 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
-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
10
0
I
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -12 COMP
-55.5
SW
1200 - 0.93
#230 - 0.85
1.87
1.6
-2.5
10.57
1.14
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,018,502
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
853,553
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
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
(D
2
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -17 COMP
-61.2
SW
1200 - 1.16
#230 - 1.07
1.59
1.35
-1.22
4.77
1.09
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,983,063
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
903,265
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
CD
50
to
0. 40
� I
30
20 -
10
0 ���' •
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -24 COMP
-60.2
SW
1211-1-32 #230 -1.121
2.15
1.88
-1.96
7.9
0.98
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,982,752
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
910,188
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
CID
\
m 60
40
m
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
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
)CVC -14 -25 COMP
•
-62.5
SW
#200 -1.22
#230 - 1.15
1.06
0.65
-1.11
3.79
1.45
Project Name:
OBX Cooperative Sand Search
omments: COMPOSITE
Analysis Date:
07 -17 -15
epths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,981,664
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,180
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
m
CID
m 60
CD
50
to
� I
cCD. 40
30
20
10
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -26 COMP
-54.0
SW
1200 - 1.43
#230 - 1.32
2.2
1.99
-2.42
10.96
0.92
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,982,865
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,241
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
Standard Sieve Sizes 3/45/8
100 1
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
-3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -27 COMP
-59.9
SW
#200 - 1.16
#230 - 1.10
1.64
1.18
-1.43
4.78
1.41
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,982,957
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,241
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 �;—A I I I I I I I I I
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -28 COMP
•
-60.6
SW
1211-1-31
#230 - 1.221 1
1.64
1.42
-1.23
4.84
1.03
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,983,008
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
904,296
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 \
1,
80
70
m 1
CID
m 60
m
50
to
cCD. 40
30
20
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
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
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
DCVC -14 -36 COMP • -49.3 SP #200 -0.88 1.56 1.45 -2.06 12.33 0.77 Project Name: OBX Cooperative Sand Search
#230 - 0.85
Comments: COMPOSITE Analysis Date: 10 -17 -14
:' Depths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 3,019,833
Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,885
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 19 14 13 25 35 45 60 80 120 170 200 230
100 1 1 l
90
80
70 \
m
CID
m 60
CD
50
to
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
c
40
60 �
cCE).
`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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -37 COMP
•
-49.2
SP
1200 -0.71 #230 - 0.691
1.19
1.09
-0.66
3.97
0.78
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -14 -17
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,018,970
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,181
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 A
0
90 10
80 \ 20
1,
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
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
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
)CVC -14 -38 COMP • -51.6 SP 1200 -0.76 0.89 0.82 -0.76 4.37 0.85 Project Name: OBX Cooperative Sand Search
#230 - 0.75
omments: COMPOSITE Analysis Date: 10 -17 -14
epths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 3,018,158
Coastal Planning & Engineering, Inc. Northing (Y, ft): 845,419
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 r o
�� i- d, - -_h
1 1 1 1 1 1
0
A
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
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -39 COMP
-57.3
SP
1200 -0.92
#230 - 0.89
1.9
1.73
-2.04
9.63
0.82
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,021,499
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
848,321
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 = s ,;�
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
50
2
to
e
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -40 COMP
-58.4
SP
1200 -0.77
#230 - 0.72
2.06
1.97
-1.64
10.27
0.58
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,022,311
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,078
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 —
~t
90
80
70
m
CID
m 60
CD
50
to
CID 40 I
cQ
30
20
10 \
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -41 COMP
-55.3
SW
1200 -0.87
#230 - 0.85
1.63
1.43
-1.75
7.59
0.89
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -14 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,058
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
848,362
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
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 I 1 11 1 1 1 1 1 1
-- — —�
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -42 COMP
-55.4
SW
#200 -1.02
#230 - 0.97
1.63
1.45
-2.04
10.16
0.92
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,879
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,125
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
1 1 1 1 o f -�
100
� ,
0
90
10
80
20
70
30
CID m
rn
60
40
CD
I
T
m
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
10
I
90
0
—
•
100
100 5 10 5
1 5 0.1 5
0.01
5
0.001
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -43 COMP
-52.9
SP
1200 -1.91
#230 - 0.92
1.89
1.84
-1.43
9.3
0.59
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,021,717
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,840
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 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
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
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
DCVC -14 -45 COMP • -51.4 SP 1211-1-'16 1.45 1.36 -1.27 7.18 0.67 Project Name: OBX Cooperative Sand Search
#230 - 1.5
Comments: COMPOSITE Analysis Date: 10 -17 -14
:' Depths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 3,019,211
Coastal Planning & Engineering, Inc. Northing (Y, ft): 847,744
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 i t =
I I I I I 11
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
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -46 COMP
•
-54.1
SW
#too -o.sa
#230 - 0.65
1.36
1.25
-1.03
5.21
0.87
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,018,387
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,920
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 rI
♦�
i i i i i s i i
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
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -47 COMP
•
-60.7
SW
#200 - 1.01 #230 - 0.831
1.59
1.46
-0.63
3.7
0.87
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,017,553
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,211
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 m rn
CD
60 40 �
C
T m
50 50
to o
40 60
ro
IL
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
Silt and Clay
Coarse Fine Coarse Medium Fine
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
DCVC -14 -49 COMP • -56.9 SP 1210 -1.11 1.39 1.33 -0.81 5.3 0.68 Project Name: OBX Cooperative Sand Search
#230 - 0.79
Comments: COMPOSITE Analysis Date: 10 -17 -14
:' Depths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 3,018,562
Coastal Planning & Engineering, Inc. Northing (Y, ft): 848,419
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
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
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -50 COMP
-57.9
SP
1200 - 1.33
#230 - 1.15
1.66
1.54
-1.31
7.24
0.76
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,297
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
849,858
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 19
14 13 25 35 45 60 80 120 170 200 230
Hydrometer
100 1
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
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -51 COMP
•
-52.8
SP
1200 -0.62
#230 - 0.61
1.55
1.41
-1.41
6.69
0.74
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,476
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,130
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 11
14 13 25 35 45 60 80 120 170 200 230
Hydrometer
100 r
= t -�� —�
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
I
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
Sample Symbol Elev. (ft) USCS
% Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
DCVC -14 -52 COMP • -51.1 SP
1201 -1.71
#230 - 0.73
1.47 1.38 -1.14 6.17 0.75
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,019,648
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
845,391
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 -- . —_•_ 1..
-a_
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
—F
0 —z --
:,. -. •
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -53 COMP
•
-53.7
SW
1200 -1.86
#230 - 0.83
1.15
1
-1.32
6.4
0.97
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,018,800
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,670
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
CID
\
rn
CD 60
40
m
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
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -54 COMP
•
-58.4
SW
#200 - o.7s
#230 - 0.70
1.22
0.99
-0.9
3.6
1.21
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,017,962
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
843,967
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
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 13 25 35 45 60 80 120 170 200 230
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -55 COMP
-57.2
SP
1211-1-12 #230 - 0.79
1.71
1.59
-1.52
8.36
0.74
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,021,318
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
846,864
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
Hydrometer
0
10
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
+
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -56 COMP
-59.6
SP
1211-1-21 #230 - 1.051
2.31
2.32
0.01
5.85
0.39
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,022,142
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
847,573
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
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 13 25 35 45 60 80 120 170 200 230
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -57 COMP
-54.3
SP
1211 -o.aa
#230 - 0.75
1.69
1.61
-1.12
6.72
0.69
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,261
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
844,642
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
100 1 Z b
90 \\
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20 I
10
0 - -- -- —
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -58 COMP
-57.8
SW
#200 -1.42
#230 - 1.16
1.9
1.71
-1.02
4.75
0.89
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,018,641
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
843,165
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 c t .. —1
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
50
2
to
o
U
40
60
ro
IL
30
70
20
80
10
I
90
0
100
100 5 10 5
1 5 0.1 5
0.01
5
0.001
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -59 COMP
-60.7
SP
1200 - o.so
#230 - 0.85
1.89
1.81
-1.55
8.87
0.64
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,894
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
843,881
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 m
rn
60
40
�
CD
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
1
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -60 COMP
-57.7
SP
1230 -0.
#230 - 0.887 7
1.85
1.79
-0.71
4.62
0.65
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,065
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
843,184
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 19 14 13
25 35 45 60 80 120 170 200 230
Hydrometer
100 rI
= i-�� —�
i i i i i s i i
0
90
10
80
\
20
\
70
30
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
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -61 COMP
-56.7
SP
1210-1-11 #230 - 0.971
1.42
1.31
-0.78
4.47
0.85
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,019,233
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
842,451
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 19 14 13 25 35 45 60 80 120 170 200 230 Hydrometer
100 0 0 s- ti —_•_ 0
90 10
80 20
70 \ 30
CID m rn
CD
60 40 �
T
m 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
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
DCVC -14 -62 COMP • -59.9 SW #200 - o.7s 1.13 1.02 -0.84 4.38 1.07 Project Name: OBX Cooperative Sand Search
#230 - 0.69
Comments: COMPOSITE Analysis Date: 10 -17 -14
:' Depths and elevations based on measured values Analyzed By: LC
CB &I Easting (X, ft): 3,018,404
Coastal Planning & Engineering, Inc. Northing (Y, ft): 841,730
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 1 1 1 _ 4
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
ro
IL
30
70
20
80
10
I
90
0 —
+ -..
100
100 5 10 5
1 5 0.1 5
0.01
5
0.001
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -63 COMP
-55.6
SP
12-0.
#2330 0 - 0.779 9
1.84
1.74
-1.38
7.23
0.69
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,708
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
842,435
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
CID
\
M
m 60
40
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
10
90
0 —
L -- _ .
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
Sample Symbol Elev. (ft) USCS % Fines
% Organics % Carbonates
Median Mean Skew Kurt Sort
Sample Information
DCVC -14 -64 COMP • -55.4 SW 1200 - 0.82 #230 - 0.761
0.95 0.88 -0.65 4.22 0.92
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,019,043
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
840,963
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
CID
m 60
40
T
m
m
50
50
2
to
e
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -65 COMP
-61.8
SW
#200 -o.9s
#230 - 0.94
1.3
1.04
-1.28
5.21
1.23
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,018,886
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
839,507
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
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
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -66 COMP
-56.6
SW
#200 -0.
#230 - 0.554 4
1.61
1.48
-1.23
6.58
0.88
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,019,704
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
840,227
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
100
90
80
70
m
CID
m 60
CD
50
to
cCD. 40
30
20
10
0
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -67 COMP
-57.8
SW
1211-2-21 #230 - 1.751
2.02
1.87
-0.89
4.94
0.89
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,517
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
840,972
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
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
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -68 COMP
-63.0
SP
#200 -2.23 #230 - 1.701
2.28
2.21
-1.33
8.57
0.7
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,018,116
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
850,614
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
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
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -69 COMP
•
-53.2
SP
12-0.
#2330 0 - 0.777 7
1.72
1.67
-1.2
8.67
0.6
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,018,937
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,377
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 1 r
o y -- — M —�1_
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
I
90
j
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -70 COMP
-53.9
SP
12-0.
#2330 0 - 0.883 3
1.87
1.79
-1.82
10.82
0.67
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,019,776
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
852,080
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 19 14 13 25 35 45 60 80 120 170 200 230
100 0— 0 ` -- 1 1 1 1 1
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
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -71 COMP
-56.3
SP
1211-1-71 #230 - 0.72
1.72
1.57
-2.29
11.86
0.84
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,020,603
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
852,813
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 1 1 1 1 1 1 1 1 1
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -73 COMP
-62.4
SW
1200 - 1.73
#230 - 1.46
1.87
1.75
-1.52
7.02
0.98
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,981,615
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
910,198
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
�
CID
rn
FD
m 60
40
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
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -74 COMP
-57.0
SW
1200 -
#230 -
1.35
1.201
2.12
1.88
-1.78
7.23
0.92
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,983,839
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
910,200
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
100 r ♦ -_ _y__
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
C:
U
N
IL
70
80
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
Sample Symbol Elev. (ft) USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort
Sample Information
DCVC -14 -75 COMP • -63.5 SP #200 -2.56 #230 - 2.021
2.39 2.21 -1.96 9.2 0.85
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,982,770
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
909,199
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
40
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 -r♦ -n I I I I I I I I
t
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
30 I 70
20 1 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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -78 COMP
-59.9
SP
1200 -2.27
#230 -1.751
2.53
2.32
-2.41
11.82
0.82
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,983,958
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
907,235
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
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 19 14 13 25 35 45 60 80 120 170 200 230
1 1 1 1 o f -- I I I I I I I I
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
p --
--
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -79 COMP
-63.0
SP
1200 - 2.7s
#230 - 2.32
2.55
2.41
-2.86
15.14
0.74
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,984,016
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
906,248
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
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 —.. -- k I I 1 I I I I I I
I \
t
I
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -80 COMP
-57.4
SW
#200 -1.20
#230 - 1.17
1.96
1.68
-1.92
7.85
1.08
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,982,928
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
906,242
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
\\
CID
M
(D
CD
60
40
m
m
50
50
N
to
\
o
40
60
P
\
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -81 COMP
•
-62.3
SW
1200 - 1.14
#230 - 1.12
0.8
0.56
-0.73
3.13
1.37
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured
values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,981,836
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
906,248
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
W
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
♦ —��� .- I I I I I I I S I I
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -83 COMP
-59.8
SW
1200 - 1.52
#230 - 1.32
2.04
1.56
-1.51
5.23
1.3
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,981,221
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,784
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
CID m
rn
60
40
�
CD
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
I
80
10
I
90
0
--
100
100 5 10 5
1 5 0.1 5
0.01
5
0.001
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -84 COMP
•
-56.1
SP
#200 -1.7s
#230 - 1.41
2.4
2.37
-1.26
9.66
0.52
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
2,983,259
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,773
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 19
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
\
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -86 COMP
-63.3
SW
#200 - 1.94
#230 - 1.59
2.1
1.91
-1.26
5.48
0.86
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,981,849
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,264
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
CD
50 -
tA
cCD. 40
30
20
10
0 - - - - ± -•
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -87 COMP
-59.4
SP
1211-1-11 #230 - 1.291
2.18
2.08
-3.17
19.37
0.7
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,981,155
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
905,266
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 <<..._b_
�_
0
90
10
80
14\
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
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -90 COMP
•
-61.4
SW
1200 - 1.71
#230 - 1.39
2.27
2.01
-1.9
7.63
1
Project Name:
OBX Cooperative Sand Search
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,981,916
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
904,295
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
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -91 COMP
-63.5
SP
1200 -2.72
#230 - 2.13
2.51
2.33
-2.62
13.21
0.81
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
07 -17 -15
:' Depths and elevations based on measured values
Analyzed By:
ST
CB &I
Easting (X, ft):
2,983,623
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
904,310
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 s - 1 1 1 1 1 1
90
80
70
m I
CID
m 60
CD
50
to
cCD. 40
30
Hydrometer
20 I
10
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
DCVC -14 -92 COMP • -61.4 SP 1200 -2.22 2.41 2.25 -2.21 10.78 0.85 Project Name:
#230 - 1.66
Comments: COMPOSITE Analysis Date:
:' Depths and elevations based on measured values Analyzed By:
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:
0
10
20
30
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
100
0.001
Sample Information
OBX Cooperative Sand Search
07 -17 -15
ST
2,981,969
903,289
NAD 1983
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
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -95 COMP
-58.1
SP
#200 -0.91 #230 - 0.861
1.97
1.9
-2.03
13.34
0.58
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,019,320
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
854,268
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 19
14 18 25 35 45 60 80 120 170 200 230
Hydrometer
100 1
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
I
I
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -96 COMP
-58.5
SP
1200 -0.96 #230 - 0.931
1.9
1.75
-1.79
8.88
0.8
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,017,679
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
852,814
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
80 �\
70 1,
m
CID
m 60
CD
50
to
cCD. 40
30
20
10 \
0
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
U
N
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -97 COMP
-60.0
SW
#200 -0.83
#230 - 0.78
1.47
1.18
-1.64
6.36
1.19
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,019,065
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
852,820
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 rI ♦— ���
i i i i s i i
0
90
10
80
20
70
30
CID m
rn
60
40
�
CD
C
T
m
50
50
2
to
o
40
60
ro
IL
30
70
20
80
10
1
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -98 COMP
-57.6
SP
1200 -1.71
#230 - 0.69
1.83
1.75
-1.16
6.58
0.68
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,017,465
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
851,326
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 l u-
90
80
70
m
CID
m 60
CD
50
to
0. 40
cQ
30
20
10 1
0 _ r
Hydrometer
0
10
20
30
rn
40
m
a�
50
CU
0
U
60
C:
am
IL
70
80
90
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
Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
DCVC -14 -99 COMP
-55.0
SP
#200 -0.81 #230 - 0.801
1.82
1.77
-0.95
6.13
0.59
Project Name:
OBX Cooperative Sand Search
•
Comments: COMPOSITE
Analysis Date:
10 -17 -14
:' Depths and elevations based on measured values
Analyzed By:
LC
CB &I
Easting (X, ft):
3,019,562
Coastal Planning & Engineering, Inc.
Northing (Y, ft):
850,579
2481 NW Boca Raton Blvd.
•
Boca Raton, FL 33431
Horizontal System:
NAD 1983
'
ph [phone]
Vertical System:
NAVD 88