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HomeMy WebLinkAbout20040393 Ver 2_Appendix 14_20150924APPENDIX 14 2014 CPE -NC INDIVIDUAL VIBRACORE GRAIN SIZE DISTRIBUTION CURVESMISTORGRAMS (Digital Copy Only) 100 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 0 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230 10 1 1 11 11 1 1 1 1 11 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -01 #1 • -59.5 SP #200 - 1.26 #230 0 1.61 1.54 -0.6 4.38 0.74 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,020,303 Coastal Planning & Engineering, Inc. Northing (Y, ft): 839,465 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 t _ -4 -14 1 1 1 1 1 1 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -01 #2 • -62.4 SP #200 -0.91 #230 1 1.5 1.42 -1.04 6.38 0.75 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,020,303 Coastal Planning & Engineering, Inc. Northing (Y, ft): 839,465 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0. 40 � I 30 20 10 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -01 #3 • -66.2 SP #200 - 1.52 #230 1 2.21 2.18 -0.56 5.91 0.54 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,020,303 Coastal Planning & Engineering, Inc. Northing (Y, ft): 839,465 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 \ rn CD 60 40 m m 50 50 N to 0 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -01 #4 -69.0 SW #200 - 1.64 #230 12 1.11 0.86 -0.94 3.52 1.56 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,020,303 Coastal Planning & Engineering, Inc. Northing (Y, ft): 839,465 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 �� = -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 I \ 80 10 90 0 �� 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -01 #5 -72.7 SP #2oo -a.7s #230 2 2.61 2.58 -0.83 8.94 0.54 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 10 -07 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,020,303 Coastal Planning & Engineering, Inc. Northing (Y, ft): 839,465 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -02 #1 • -55.0 SP #200 #230 - 0.78 1.55 1.47 -0.95 6.08 0.67 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -12 -14 DA 3,019,888 841,618 NAD 1983 NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Hydrometer 1 1.12 1.01 -0.54 4.03 0.77 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 m' Depths and elevations based on measured values 100 r Analyzed By: 0 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 (561) 391 8102 UJ U) Vertical System: 90 80 \ 70 m \ CID m 60 50 to 40 cCD. 30 20 \ 10 0 - — 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -02 #2 • -57.3 SP #200 - 0.63 #230 1 1.12 1.01 -0.54 4.03 0.77 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -12 -14 DA 3,019,888 841,618 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -02 #3 • -58.0 SP #200 - 1.10 #230 0 1.7 1.65 -0.71 5 0.63 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,019,888 Coastal Planning & Engineering, Inc. Northing (Y, ft): 841,618 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 1UU 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -02 #4 • -65.8 SP #200 #230 - 1.21 2.03 1.93 -1.92 13.47 0.71 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,019,888 Coastal Planning & Engineering, Inc. Northing (Y, ft): 841,618 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 1, mCID \ 60 � 50 to cCD. 40 30 20 10 0 Hydrometer 0 10 20 30 FD rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -03 #1 • -63.2 SW #200 - 0.71 #230 3 0.84 0.6 -0.89 3.58 1.2 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,018,175 Coastal Planning & Engineering, Inc. Northing (Y, ft): 840,247 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 0 — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -03 #2 • -66.9 SP #200 - o.s2 #230 0 1.66 1.64 -0.5 4.87 0.7 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,018,175 Coastal Planning & Engineering, Inc. Northing (Y, ft): 840,247 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 �- 90 80 70 m CID m 60 CD m 50 to C�° 40 cQ 30 20 10 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 am IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -03 #3 • -69.9 SP #200 - 2.ao #230 1 2.33 2.32 -0.73 6.69 0.6 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,018,175 Coastal Planning & Engineering, Inc. Northing (Y, ft): 840,247 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 I - ri- o —t - -_M _1 1 1 1 1 1 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 Hydrometer 20 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 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 09 -13 -14 BA 3,018,175 840,247 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -03 #4 -73.9 SP #200 -4.96 #230 - 4.78 2 2.59 2.41 -2.05 10.73 0.82 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -13 -14 BA 3,018,175 840,247 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 1 1 1 1 1 1 — I I I I I I I I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -04 #1 • -52.7 SW #200 - 0.71 #230 1 1.19 1.08 -0.74 4.23 0.86 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,019,454 Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,891 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 % Carbonates Median Mean Skew Kurt Sort DCVC -14 -04 #2 • -56.5 SP #200 #230 - 0.60 1.21 1.08 -1.4 6.93 0.84 Project Name: � Comments: Hydrometer Analysis Date: 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 Northing (Y, ft): Q P 1 1 1 1 Boca Raton, FL 33431 90 'x ph (561) 391 8102 UJ U) Vertical System: l 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -04 #2 • -56.5 SP #200 #230 - 0.60 1.21 1.08 -1.4 6.93 0.84 Project Name: � Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -13 -14 BA 3,019,454 843,891 NAD 1983 NAVD 88 30 20 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 19 14 13 25 35 45 60 80 120 170 200 230 100 1 100 100 5 10 5 1 5 0.1 5 90 5 0.001 °\ 80 Millimeters 70 o m Sand CID m 60 CD Silt and Clay Coarse 50 Coarse Medium to m cCD. 40 30 20 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -04 #3 • -59.7 SP #200 - o.so #230 1 1.4 1.33 -1.15 6.83 0.74 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,019,454 Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,891 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 � ♦ -�� I I I I I I I I 90 80 70 m \ CID m 60 50 to cCD. 40 30 20 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -04 #4 • -62.7 SW #200 - 0.71 #230 2 0.95 0.79 -0.5 3.05 0.92 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 40 m 50 2 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -13 -14 BA 3,019,454 843,891 NAD 1983 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 0 s "�_•_ 90 80 70 m \ CID m 60 50 to cCD. 40 30 20 10 \ 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -05 #1 • -5 SW #200 0.0 #230 - 0.46 1.12 0.9 -1.22 5.39 0.98 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -12 -14 CG 3,020,660 847,624 NAD 1983 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♦ —_ - --- .-I I I I I I I I 11 0 90 10 \ t 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 - c z . 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -05 #2 • -51.2 SP #200 #230 - 0.87 1.05 0.95 -3.06 19.18 0.76 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,020,660 Coastal Planning & Engineering, Inc. Northing (Y, ft): 847,624 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 t I I I I I I I 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 N Millimeters r, o Gravel Sand Silt and Clay J 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -12 -14 CG 3,020,660 847,624 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -05 #3 -55.2 SP #200 #230 - 1.02 1.76 1.71 -1.06 6.48 0.58 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -12 -14 CG 3,020,660 847,624 NAD 1983 NAVD 88 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer 100 I Y♦ -n — I I I I I I 0 90 10 80 20 70 30 CID m rn 60 40 � CD C T I m 50 50 2 to o CID 40 60 `m IL 30 70 20 80 10 1 90 0 — � -. • 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -05 #4 • -60.7 SP #200 - o.as #230 - 0.80 1 1.81 1.74 -1.8 10.81 0.65 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,020,660 Coastal Planning & Engineering, Inc. Northing (Y, ft): 847,624 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 0 • -- -x_1.1 I 1 11 1 1 1 1 1 1 I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -06 #1 • -59.5 SP #200 - 1.01 #230 1 1.62 1.47 -1.63 7.75 0.85 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,434 Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,130 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 10 Hydrometer 0 - - - 1 ~ 100 5 10 5 1 5 0.1 5 0.01 N Millimeters r, o Gravel Sand Silt and Clay J 5 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 09 -12 -14 CG 3,019,434 849,130 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -06 #2 -62.3 SP #200 #230 - 1.16 2.15 2.07 -3.68 25.59 0.76 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 5 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 09 -12 -14 CG 3,019,434 849,130 NAD 1983 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 10 — Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 -- 10u 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -06 #3 • -65.5 SP #200 -1.2s #230 1 2.22 2.17 -0.62 4.66 0.58 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,434 Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,130 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 I 20 10 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -07 #1 • -64.4 SP #200 - o.ss #230 1 1.99 1.93 -1.44 9.62 0.57 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -12 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,021,099 Coastal Planning & Engineering, Inc. Northing (Y, ft): 850,596 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 cCD. 40 30 20 10 A 0 -F 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -07 #2 • -67.9 SW #200 - o.sa #230 6 0.83 0.67 -0.79 3.84 1.11 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn FD 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -13 -14 CG 3,021,099 850,596 NAD 1983 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 w 90 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -07 #3 • -69.8 SP #200 - 1.60 #230 0 2.21 2.19 -0.41 5.87 0.46 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -13 -14 CG 3,021,099 850,596 NAD 1983 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 —4 -- 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 1 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -08 #1 • -64.3 SP #200 - o.7s #230 1 1.77 1.7 -1.82 10.61 0.67 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,022,739 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,074 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 0 "-o 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -08 #2 -67.6 SP #200 #230 - 0.88 2.3 2.29 -1.25 12.44 0.49 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,022,739 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,074 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 1 1 1 1 1 1 1 1 90 -- 80 70 m CID m 60 CD 50 to cCD. 40 30 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 20 80 10 90 0 -- — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -08 #3 • -69.8 SW #200 - o.ao #230 16 1.75 0.82 -1.35 3.63 2.08 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,022,739 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,074 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 4 - —4— - A -- --k� I I I I I I 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 N Millimeters r, o Gravel Sand Silt and Clay J 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 09 -13 -14 CG 3,022,739 852,074 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -08#4 -71.8 SP #200 -2.ss #230 - 2.00 1 2.42 2.37 -1.62 14.16 0.59 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -13 -14 CG 3,022,739 852,074 NAD 1983 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 t a� - -�— �� 1 1 1 1 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 N Millimeters r, o Gravel Sand Silt and Clay J 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 10 -08 -14 DA 3,022,739 852,074 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -08 #5 • -74.0 SP -SM #200 - 6.64 #230 2 2.59 2.54 -1.61 14.99 0.56 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 10 -08 -14 DA 3,022,739 852,074 NAD 1983 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 0 s 90 80 70 CID \ m 60 50 \to 40 „ 30 20 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -09 #1 • -60.7 SW #200 - 0.50 #230 3 0.6 0.35 -0.52 2.6 1.28 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -13 -14 CG 3,017,324 844,722 NAD 1983 NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 % Carbonates Median Mean Skew Kurt Sort DCVC -14 -09 #2 • -64.9 SP #200 - 1.13 #230 0 1.43 1.33 -0.8 4.09 0.8 Project Name: Comments: Hydrometer Analysis Date: Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 rI Northing (Y, ft): Q P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -09 #2 • -64.9 SP #200 - 1.13 #230 0 1.43 1.33 -0.8 4.09 0.8 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -16 -14 ST 3,017,324 844,722 NAD 1983 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 – ��� —.�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 I 90 0 + 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -09 #3 -66.5 SP #200 -1.07 #230 1 1.82 1.78 -0.51 4.97 0.6 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,017,324 Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,722 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -09 #4 • -70.5 SP #200 - 3.12 #230 1 2.03 1.93 -0.92 6.27 0.66 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,017,324 Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,722 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 (D U N IL 70 80 90 0 -- 1UU 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -10 #1 • -64.6 SP #200 - o.a1 #230 1 2.15 2.11 -1.92 17.06 0.5 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,021,257 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,010 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 F--F- -1 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -10 #2 • -69.3 SW #200 - 0.71 #230 7 1.87 1.43 -2.52 9.55 1.51 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,021,257 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,010 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 4 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -10 #3 • -72.5 SP #200 #230 - 0.80 2.19 2.19 0.43 5.33 0.41 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,021,257 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,010 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 — 10 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -11 #1 • -61.6 SP #200 #230 - 0.77 1.74 1.62 -2.04 11.43 0.77 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,018,262 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,082 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 13 25 35 45 60 80 120 170 200 230 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 - - -- — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -11 #2 • -66.8 SP #200 -1.os #230 1 1.72 1.65 -1.55 10.5 0.75 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,018,262 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,082 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 I 10 0 — — - — Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -11 #3 • -70.6 SP #200 - 0.93 #230 2 2.14 2.06 -3.31 22.96 0.64 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,018,262 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,082 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine PHI Sieve Sizes -4.25 -4 -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 oSample Symbol Elev. (ft) USCS % Fines % Organics 100 Standard Sieve Sizes 3/45/8 5/16 rI 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Comments: Analysis Date: m' Depths and elevations based on measured values Analyzed By: 0 80 Easting (X, ft): Coastal Planning & Engineering, Inc. Northing (Y, ft): Q P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > 70 UJ U) Vertical System: m mCID 60 \ 50 1 to CID. 40 30 20 10 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -12 #1 • -55.9 SW #200 #230 - 0.89 0.99 0.31 -1.01 2.89 1.78 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -15 -14 CG 3,018,502 853,553 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 1 1 1 �-- I I 1 11 1 1 1 1 1 1 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -12 #2 • -57.1 SW #200 - o.as #230 3 1.68 1.47 -2.09 8.83 1.01 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,018,502 Coastal Planning & Engineering, Inc. Northing (Y, ft): 853,553 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -12 #3 -58.9 SW #200 - 0.93 #230 3 1.82 1.6 -2.15 9.19 0.99 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,018,502 Coastal Planning & Engineering, Inc. Northing (Y, ft): 853,553 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 r i –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 0 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -12#4 -64.2 SP #200 -1.00 #230 0 2.06 2 -0.85 6.69 0.52 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,018,502 Coastal Planning & Engineering, Inc. Northing (Y, ft): 853,553 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 - -u ♦ -o — 90 80 t 70 m CID m 60 CD 50 to � I cCD. 40 30 20 10 0 ���' • Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -12 #5 • -68.8 SP #200 #230 - 1.32 2.29 2.25 -3.79 33.53 0.61 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 10 -08 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,018,502 Coastal Planning & Engineering, Inc. Northing (Y, ft): 853,553 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -13 #1 • -63.0 SP #200 - o.7s #230 1.9 1.73 -1.29 5.93 0.79 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,017,110 Coastal Planning & Engineering, Inc. Northing (Y, ft): 855,004 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 —o s1 :. a 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 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -13 #2 • -66.4 SP #200 #230 -1.ao 2.3 2.21 -3.64 24.54 0.84 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,017,110 Coastal Planning & Engineering, Inc. Northing (Y, ft): 855,004 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 r r -41 1 1 1 1 1 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 Hydrometer 0 1 \�— 100 5 10 5 1 5 0.1 5 0.01 N Millimeters r, o Gravel Sand Silt and Clay J 5 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 09 -10 -14 BP 3,017,110 855,004 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -13 #3 -69.7 SP #200 -a.77 #230 2.33 2.3 -0.13 3.88 0.58 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 5 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 09 -10 -14 BP 3,017,110 855,004 NAD 1983 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 80 120 170 200 230 100 1 1 - -r 90 80 70 m CID m 60 I 50 to cCD. 40 30 20 1 10 0 - -- — Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -14 #1 • -62.8 SP #200 - 1.15 #230 - 1.09 1.9 1.82 -2.15 11.83 0.76 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,014,994 Coastal Planning & Engineering, Inc. Northing (Y, ft): 855,763 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 m CID rn 60 40 � CD C T m 50 50 2 to o 40 60 ro IL 30 70 20 1 80 10 -- 90 0 - -- - ---F-- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m o Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -14 #5 65.3 SC 230 - 12.71 1.94 1.58 1.87 7.35 1.04 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,014,994 Coastal Planning & Engineering, Inc. Northing (Y, ft): 855,763 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 30 20 10 0 — Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D am IL 70 80 90 100 100 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 1 5 0.1 5 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 Millimeters o 80 70 \ m CID m 60 Silt and Clay 50 Coarse to Coarse Medium Fine 0. 40 cQ o= m \ 30 20 10 0 — Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D am IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -14 #2 • -66.6 SW #200 - o.a7 #230 1.52 1.3 -0.91 3.96 0.97 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,014,994 Coastal Planning & Engineering, Inc. Northing (Y, ft): 855,763 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 -rim j 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 i 80 10 \ 90 '�' 0 — __ _ �- ± 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -14 #3 • -69.1 SP #200 #230 - 1.54 2.19 2.05 -2.57 14.03 0.78 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,014,994 Coastal Planning & Engineering, Inc. Northing (Y, ft): 855,763 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 t —`I 0 90 10 80 20 70 30 m rn CID 60 40 � CD 80 C T m 10 90 50 50 2 to o 100 100 5 10 5 1 5 0.1 5 40 60 0.001 N r, Millimeters `m o IL 30 70 20 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -14#4 • -70.8 SP -SM #200 - s.00 #230 2.68 2.67 -0.12 3.44 0.62 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,014,994 Coastal Planning & Engineering, Inc. Northing (Y, ft): 855,763 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 70 30 m PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 CID 90 Hydrometer 60 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 0 C 90 10 80 20 70 30 m rn CID 90 60 40 � CD C T m 100 100 50 50 2 5 0.001 N r, to o o Gravel Sand 40 60 Silt and Clay IL 30 70 20 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -15 #1 • -63.2 SP #200 #230 - 1.99 2.36 2.35 -1.82 14.48 0.62 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 2,976,627 Coastal Planning & Engineering, Inc. Northing (Y, ft): 901,314 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 18 25 35 45 60 80 120 170 200 230 100 rk -u� -- 90 80 70 m CID m 60 CD 50 to cCD. 40 30 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 20 80 10 I 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -16 #1 • -62.1 SP #200 #230 - 1.70 3 2.46 2.42 -2.69 20.29 0.62 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,977,577 Coastal Planning & Engineering, Inc. Northing (Y, ft): 902,329 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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* -o♦ 1 1 1 1 1 90 80 70 I m CID m 60 CD 50 to cCD. 40 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 30 70 20 I 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -16 #2 • -66.2 SP -SM #200 - s.72 #230 3 2.57 2.5 -2.28 17.64 0.65 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,977,577 Coastal Planning & Engineering, Inc. Northing (Y, ft): 902,329 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 30 70 20 \I 80 10 T\\\ 90 R� 0 -rte — �� 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N Millimeters r, o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -16 #3 • -68.0 SW #200 -4.84 11 2.32 2.06 -1.87 7.27 1.11 Project Name: OBX Cooperative Sand Search #230 Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,977,577 Coastal Planning & Engineering, Inc. Northing (Y, ft): 902,329 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 \ p Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -17 #1 • -63.1 SW #200 - o.ss #230 11 1.55 1.29 -1.29 4.86 1.07 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,983,063 Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,265 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 �♦ A` 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -17 #2 • -66.0 SP #200 - 0.94 #230 3 2.3 2.19 -2.63 14.87 0.7 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,983,063 Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,265 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 �♦ 90 80 \ 70 \} m CID m 60 CD 50 to cCD. 40 30 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 20 80 10 \�`• 90 0 - — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -17 #3 • -67.6 SP #200 -4.95 #230 - 3.76 3 2.71 2.63 -3.98 28.96 0.65 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 2,983,063 Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,265 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 I I I I I I 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 N Millimeters r, o Gravel Sand Silt and Clay J 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 08 -28 -14 ST 2,980,883 904,291 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -18 #1 -70.6 SW #200 - 2.11 #230 5 2.4 2.21 -2.2 10.2 0.89 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 08 -28 -14 ST 2,980,883 904,291 NAD 1983 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 I 90 80 70 m mCID \• 60 CD 50 to cQ 40 30 I Hydrometer 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N IL 70 20 80 10 90 0 — – -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -19 #1 • -66.3 SP #200 - 4.97 #230 - 3.45 2.61 2.44 -2.35 11.59 0.84 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 2,978,547 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,263 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 Standard Sieve Sizes 3/45/8 100 1 ♦_ 90 80 70 m CID m 60 CD 50 to cCD. 40 -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 (D U N IL 30 Ii 70 20 \ 80 10 \L 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -19 #2 • -69.3 SW -SM #200 - 7.31 #230 2.7 2.38 -2.97 12.8 1.31 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 2,978,547 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,263 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 e k 0 90 � 10 80 20 70 30 m 2 rn CID o 60 40 � CD C T m Silt and Clay 50 50 2 Medium Fine to o o= m 40 60 oSample Symbol Elev. (ft) `m % Fines % Organics IL 30 70 20 80 10 90 0 — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -20 #1 • -65.7 SP #200 -4.16 #230 - 2.70 2.47 2.44 -1.61 10.93 0.65 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,977,422 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,246 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 Standard Sieve Sizes 3/45/8 100 1 t_ 90 80 70 m CID m 60 50 to cCD. 40 -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 40 m 50 N CU 0 U 60 (D U N IL 30 70 20 \\ 80 10 90 0 F- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -20 #2 • -69.7 SW -SM #200 #230 - 4.13 2.25 1.25 -0.83 2.51 2.05 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,977,422 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,246 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 30 I 70 20 I 80 10 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 90 90 Hydrometer J Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 rI -------- i i i i i 0 5 10 5 1 5 0.1 5 0.01 \ N r, 90 \ TTT 10 80 Sand 20 70 30 m Silt and Clay rn CID Coarse Fine Coarse 60 Fine 40 � CD C o= m T m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median 50 Skew Kurt 50 2 to DCVC -14 -21 #1 • -66.7 o #200 - 3.34 #230 2.43 2.43 -0.65 8.18 0.5 Project Name: OBX Cooperative Sand Search 40 60 P m' Depths and elevations based on measured values I TM 0 CB &I Easting (X, ft): 2,977,317 ro Coastal Planning & Engineering, Inc. Northing (Y, ft): 908,221 Q P IL 30 I 70 20 I 80 10 90 90 J 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -21 #1 • -66.7 SP #200 - 3.34 #230 2.43 2.43 -0.65 8.18 0.5 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,977,317 Coastal Planning & Engineering, Inc. Northing (Y, ft): 908,221 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 o Hydrometer 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -22 #1 • -67.1 SW #200 - 1.31 #230 1.65 1.22 -1.4 4.8 1.42 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,979,441 Coastal Planning & Engineering, Inc. Northing (Y, ft): 910,174 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 1t —n- t 1 90 80 70 m CID m 60 CD 50 to cCD. 40 Hydrometer 30 20 10 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 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 09 -09 -14 DA 2,982,744 911,153 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -23 #1 -54.3 SP #200 #230 - 1.08 2.28 2.18 -2.78 15.76 0.71 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -09 -14 DA 2,982,744 911,153 NAD 1983 NAVD 88 70 m CID m 60 CD 50 to cCD. 40 S 30 20 10 Hydrometer 0 — _ 7`"— 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Medium 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 r 80 70 m CID m 60 CD 50 to cCD. 40 S 30 20 10 Hydrometer 0 — _ 7`"— 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 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 09 -09 -14 DA 2,982,744 911,153 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -23 #2 -59.3 SP #200 #230 - 1.20 2.3 2.25 -2.21 14.47 0.61 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -09 -14 DA 2,982,744 911,153 NAD 1983 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 90 80 70 m CID m 60 CD 50 to cCD. 40 .5. I 30 20 10 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -24 #1 • -6 0.6 SP #200 #230 - 1.18 2.2 2.06 -2.32 11.98 0.78 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,982,752 Coastal Planning & Engineering, Inc. Northing (Y, ft): 910,188 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 - I I I I I I I I I I 90 80 70 m CID m 60 50 to 0. 40 cQ 30 20 10 0 Hydrometer 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 0 10 20 30 rn 40 m a� 50 CU 0 U 60 `m d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -08 -14 CG 2,982,752 910,188 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -24 #2 -61.1 SW #200 - o.7s #230 18 0.75 0.67 -0.47 2.82 1.34 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 `m d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -08 -14 CG 2,982,752 910,188 NAD 1983 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 0 0 ♦ —. ' 0 90 � 10 80 20 70 30 CD m rn 60 40 � CD C Tl I m 50 50 2 Wco : 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -24 #3 • -63.7 SP #200 - 2.2a #230 2 2.38 2.35 -2.43 18.36 0.56 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,982,752 Coastal Planning & Engineering, Inc. Northing (Y, ft): 910,188 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 W 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 rI 9- i i i i i i s i i 80 �. 1 70 \m mCID \ 60 TI " 50 to cCD. 40 30 20 10 0 F-- — Z -r -_� ,• Hydrometer 0 10 20 30 rn FD 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -25 #1 • -63.2 SW #200 - 1.21 #230 20 1.1 0.77 -1.1 4.05 1.31 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,981,664 Coastal Planning & Engineering, Inc. Northing (Y, ft): 909,180 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 o Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt DCVC -14 -25 #2 • -64.2 SW #200 -1.27 43 0.52 0.16 -0.43 1.88 #230 Comments: m' Depths and elevations based on measured values 0 CB &I Coastal Planning & Engineering, Inc Q P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 > ph (561) 391 8102 UJ U) Sort 1.99 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: Sample Information OBX Cooperative Sand Search 09 -10 -14 TM 2,981,664 909,180 NAD 1983 NAVD 88 rn m a� CU 0 0 c a) m 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 Hydrometer 100 r �� 0 90 �� 10 80 20 \� 70 30 m CID 60 40 CD e \ to 50 \ 50 \ 40 60 30 70 20 80 10 90 F7 _Tr T— 0 — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m o Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt DCVC -14 -25 #2 • -64.2 SW #200 -1.27 43 0.52 0.16 -0.43 1.88 #230 Comments: m' Depths and elevations based on measured values 0 CB &I Coastal Planning & Engineering, Inc Q P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 > ph (561) 391 8102 UJ U) Sort 1.99 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: Sample Information OBX Cooperative Sand Search 09 -10 -14 TM 2,981,664 909,180 NAD 1983 NAVD 88 rn m a� CU 0 0 c a) m 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 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 (D U N IL 70 80 90 F 0 _ — – 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -25 #3 • -66.0 SW #200 -a.2a #230 - 3.01 g 2.69 2.44 -3.11 14.19 1.09 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: BP/TM 0 CB &I Easting (X, ft): 2,981,664 Coastal Planning & Engineering, Inc. Northing (Y, ft): 909,180 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 \ Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -26 #1 • -54.4 SW #200 - o.s7 #230 13 1.44 1.16 -1.06 3.87 1.14 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,982,865 Coastal Planning & Engineering, Inc. Northing (Y, ft): 907,241 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 30 70 20 80 10 90 0 -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -26 #2 • -56.0 SW #200 #230 - 1.12 7 2.01 1.81 -2.59 12.43 0.96 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,982,865 Coastal Planning & Engineering, Inc. Northing (Y, ft): 907,241 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer 100 I Y � i � t 'l' �� l . - -� I I I S I I 0 90 10 80 20 70 30 30 1 1 70 20 2M CID (D 60 CD 40 C T 90 m - 50 50 N to 100 o 1 5 0.1 5 0.01 5 0.001 N r, 40 60 o Gravel IL 30 1 1 70 20 80 10 90 0 - } • 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -26 #3 • -58.1 SP #200 - 1.61 #230 - 1.46 1 2.37 2.35 -1.8 16.44 0.45 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,982,865 Coastal Planning & Engineering, Inc. Northing (Y, ft): 907,241 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 I I I I I I I I I -- _ --F- ` -T- S I Hydrometer 0 10 20 30 rn FD 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -26 #4 • -59.2 SW #200 - 1.53 #230 14 2.11 1.73 -1.93 6.65 1.18 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,982,865 Coastal Planning & Engineering, Inc. Northing (Y, ft): 907,241 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 -nom I I I I I I I I I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -27 #1 • -61.5 SW #200 - o.ss #230 14 1.69 1.36 -1.44 5.03 1.18 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,982,957 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,241 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 l 90 80 70 m CID m 60 CD 50 to 0. 40 cQ 30 20 10 0 — _ • Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D d 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -27 #2 • -63.2 SP #200 - 1.91 #230 4 2.05 1.95 -1.62 9.29 0.65 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,982,957 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,241 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 — — 90 0 F 1 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -27 #3 • -64.4 SW #200 - o.as #230 30 0.37 0.13 -0.58 2.63 1.71 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,982,957 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,241 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 �� p —�_ - 50 to 100 100 5 10 5 1 5 0.1 5 0.01 cCD. 40 N r, Millimeters 30 20 10 Sand Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 -� �� p —�_ - �- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -27 #4 • -66.7 SW #200 - 3.93 #230 15 2.33 1.83 -1.72 5.28 1.5 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,982,957 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,241 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 90 10 80 20 70 30 CID m 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -27 #5 • -68.6 SP -SM #200 - s.77 #230 3 2.8 2.79 -3.27 29.9 0.53 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,982,957 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,241 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 ' \p Y 70 \ CID m 60 CD 50 to cCD. 40 30 20 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 \ 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -28 #1 • -61.8 SW #200 - 1.04 #230 13 1.29 1.07 -1.06 4.1 1.05 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,983,008 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,296 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 — n j 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 (D U N IL 70 80 90 0 — — -- 10u 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -28 #2 • -63.3 SP #200 #230 - 1.69 2.18 2.1 -1.79 10.64 0.65 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 10 -07 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,983,008 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,296 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -28 #3 • -64.2 SW #200 - 1.33 #230 g 1.76 1.59 -1.63 6.96 0.9 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,983,008 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,296 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 1 Y a i -u - 1 0 90 10 80 20 70 30 CID m rn 60 40 � CD C T m 50 50 2 to o 40 60 P a) IL 30 70 20 80 10 90 0 — – -- - -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -28 #4 -67.1 SP #200 #230 - 1.59 2.43 2.35 -3.07 19.33 0.68 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,983,008 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,296 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 90 10 80 20 70 ' 30 m ; M CD 60 40 � CD C T m 50 50 2 to 0 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 N Millimeters r, o Gravel Sand Silt and Clay o= Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -28A #1 • -68.0 SP #200 -4.45 #230 3 2.64 2.54 -4.51 33.52 0.73 Project Name: OBX Cooperative Sand Search - 3.21 Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,983,023 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,296 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 —n= 0 90 10 80 20 70 30 m rn CID 60 40 � CD C 90 T m 0 50 50 2 100 to 5 10 5 o 0.01 5 U N r, Millimeters 40 60 o Gravel Sand `m IL 30 1 1 70 20 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -29 #1 • -64.6 SP #200 #230 - 1.60 2.35 2.32 -0.96 6.86 0.51 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: BP/TM 0 CB &I Easting (X, ft): 2,999,977 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,886 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 - -. �„ 1- } - "�w 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 0 — —1 • Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -30 #1 • -63.3 SP #200 -1.22 #230 - 1.09 2.03 1.91 -2.1 12.35 0.77 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,999,179 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,620 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 CD. 40 30 I 20 10 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -30 #2 • -67.3 SP #200 - 1.51 #230 2.16 2.09 -1 7.71 0.67 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 2,999,179 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,620 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 -w- 90 \ 80 70 m CID m 60 CD 50 to cCD. 40 Hydrometer 30 20 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 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 09 -10 -14 TM 2,999,412 904,705 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -31 #1 -62.7 SP #200 #230 - 1.35 2.31 2.32 -0.33 5.88 0.46 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -10 -14 TM 2,999,412 904,705 NAD 1983 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 I I I I 0 90 � 10 80 20 70 30 30 70 20 80 m rn CID 60 40 � CD C T m 0 -• 50 50 2 5 10 5 1 5 0.1 5 0.01 to N r, o Millimeters o Gravel 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -32 #1 • -69.4 SP #200 #230 - 1.78 2.48 2.45 -0.97 6.78 0.57 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,999,896 Coastal Planning & Engineering, Inc. Northing (Y, ft): 902,767 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 — 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 I 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -33 #1 -66.0 SP #200 - 1.49 #230 2.2 2.16 -0.78 5.95 0.58 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,999,093 Coastal Planning & Engineering, Inc. Northing (Y, ft): 901,635 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 LU U) 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 �\ I Hydrometer CID 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 r t „ - -4 0 90 \ 10 T i 80 20 70 30 30 70 20 80 10 �\ I rn CID m 60 40 T m 100 100 5 10 5 1 5 0.1 5 50 50 2 Millimeters to o o Gravel Sand 40 60 Silt and Clay `m IL 30 70 20 80 10 �\ 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -33 #2 • -71.0 SP #200 #230 - 1.97 2.44 2.43 -0.52 5.49 0.53 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,999,093 Coastal Planning & Engineering, Inc. Northing (Y, ft): 901,635 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 (D U N IL 30 70 20 80 10 90 0 -- — -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -34 #1 • -71.9 SP #200 - 3.52 #230 - 2.43 2.54 2.4 -2.17 12.98 0.79 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -11 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 2,999,373 Coastal Planning & Engineering, Inc. Northing (Y, ft): 900,642 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 10 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 —r1 l�- M - - -1 —; 0 h 0 -- 100 100 90 10 0.01 80 20 70 30 m Gravel rn CID CD 60 40 � Coarse Fine Coarse T m m oSample Symbol Elev. (ft) USCS % Fines % Organics 50 50 2 to • -77.9 SP -SM #230 -7001 0 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 40 60 Analyzed By: TM ro CB &I IL 30 70 1 20 80 10 90 h 0 -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -34 #2 • -77.9 SP -SM #230 -7001 2.97 2.94 -4.66 41.73 0.62 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 2,999,373 Coastal Planning & Engineering, Inc. Northing (Y, ft): 900,642 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 70 30 m PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 CID Hydrometer 60 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 0 C 90 10 � 80 20 70 30 m rn CID 80 60 40 � CD 90 C T m 50 50 2 0 to o 100 100 5 10 5 1 5 0.1 5 40 60 0.001 N r, Millimeters `m o IL 30 70 20 I 80 10 �� 90 �• 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -35 #1 • -71.4 SP #200 #230 - 1.97 2.48 2.45 -1.05 7.61 0.57 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 2,999,660 Coastal Planning & Engineering, Inc. Northing (Y, ft): 899,748 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 30 70 20 —A-- 80 10 90 0 — — - �� 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -35 #2 • -74.2 SW #200 - 2.a2 #230 2.05 1.82 -1.46 6.31 1.06 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 2,999,660 Coastal Planning & Engineering, Inc. Northing (Y, ft): 899,748 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 70 30 m CID rn 60 40 � CD C T m 50 50 2 CU to 0 40 60 `m IL 30 70 20 i1 80 10 90 ti 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -35 #3 • -77.1 SP -SM #200 - 7.a7 #230 2.91 2.91 -2.1 19.9 0.47 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 2,999,660 Coastal Planning & Engineering, Inc. Northing (Y, ft): 899,748 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230 Hydrometer 100 r -- 0 90 \ 10 \ 80 20 70 30 CID m rn 60 40 � CD C T m 50 50 2 to o 40 60 ro I IL 30 70 20 80 10 90 0 - - 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -36 #1 -52.0 SP #200 - o.7s #230 1 1.54 1.45 -1.13 6.93 0.7 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,019,833 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,885 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 rI � � _�-• � _. i I I, i i i i s i i 90 80 70 m CID m 60 CD 50 to CID 40 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 C: (Q U ,S. N IL 30 70 20 80 \ 10 90 0 — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -36 #2 • -58.3 SP #200 #230 - 1.05 2 1.6 1.46 -2.73 15.07 0.85 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,019,833 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,885 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 100 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 10 14 18 25 35 45 60 80 120 170 200 230 1 1 1 1 s -4.- 1 1 1 1 1 1 1 I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -36 #3 • -61.5 SW #200 - 0.57 #230 0.85 0.76 -0.5 3.17 0.97 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: AP 0 CB &I Easting (X, ft): 3,019,833 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,885 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 , t „ —�� 0 90 \ 10 80 20 70 \ 30 CID (D 60 40 CD C T m 50 50 2 to o 40 60 ro IL 30 70 20 80 10 \ 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -37 #1 -54.2 SP #200 - 0.71 #230 1 1.11 1.01 -0.62 3.91 0.77 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,018,970 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,181 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 1 1 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -37 #2 • -60.4 SP #200 - o.7s #230 1 1.42 1.31 -0.91 4.74 0.77 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -15 -14 BP 3,018,970 846,181 NAD 1983 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 90 80 \ 1, 70 m CID m 60 CD 50 to cCD. 40 30 20 R 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -38 #1 • -57.6 SP #200 - o.7s #230 2 0.89 0.82 -0.76 4.38 0.85 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -15 -14 BP 3,018,158 845,419 NAD 1983 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 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -38 #2 • -64.6 SP #200 #230 - 0.91 1.32 1.27 -0.46 3.65 0.75 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -15 -14 BP 3,018,158 845,419 NAD 1983 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 = t - 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -39 #1 • -60.3 SP #200 - o.so #230 1 1.96 1.88 -1.61 10.23 0.58 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,021,499 Coastal Planning & Engineering, Inc. Northing (Y, ft): 848,321 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 \ rn CD 60 40 (D m m 50 \ 50 to o CID 40 " 60 IL 30 70 20 80 10 90 0 - -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N Millimeters r, o Gravel Sand Silt and Clay o= Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -39 #2 • -63.4 SW #200 - o.5s 6 0.76 0.59 -0.8 3.77 1.18 Project Name: OBX Cooperative Sand Search #230 Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,021,499 Coastal Planning & Engineering, Inc. Northing (Y, ft): 848,321 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -39 #3 • -66.3 SP #200 #230 - 1.10 2.07 2.01 -1.51 12.25 0.53 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,021,499 Coastal Planning & Engineering, Inc. Northing (Y, ft): 848,321 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 = s ,;� 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 0 �- + . • 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -40 #1 -61.8 SP #200 #230 - 0.72 2.06 1.97 -1.65 10.38 0.58 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,022,311 Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,078 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 S 30 20 10 Hydrometer 0 1 -�'1 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC- 14 -40A #1 • -66.7 SP #200 #230 - 1.11 2.25 2.24 -0.49 6.33 0.47 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -15 -14 BP 3,022,316 849,078 NAD 1983 NAVD 88 100 90 80 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 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 70 30 — � 80 10 \ M CID (D m 60 40 0 - --- C 100 T 5 10 5 m 0.01 5 0.001 N r, Millimeters 50 50 2 to o Sand 40 I 60 `m Silt and Clay IL 30 I 70 20 — � 80 10 \ 90 0 - --- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -41 #1 • -55.7 SP #20o -o.as #230 3 1.67 1.54 -1.71 9.25 0.77 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,020,058 Coastal Planning & Engineering, Inc. Northing (Y, ft): 848,362 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -41 #2 • -56.8 SW #200 - o.ss #230 3 1.43 1.12 -1.37 4.89 1.07 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,020,058 Coastal Planning & Engineering, Inc. Northing (Y, ft): 848,362 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 •S.• I 30 20 10 \ Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 --- T - 1UU 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -41 #3 • -59.1 SP #200 -1.os #230 1 1.75 1.71 -0.85 8.11 0.55 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,020,058 Coastal Planning & Engineering, Inc. Northing (Y, ft): 848,362 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -42 #1 -56.1 SW #200 - #230 1.13 4 1.43 1.17 -1.96 8.1 1.09 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,020,879 Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,125 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 � � � � t �— �� i i i i i i 0 90 10 80 20 70 30 CID m rn 60 40 � CD C T m 50 50 2 to o 40 60 ro IL 30 70 20 80 10 \ 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -42 #2 -59.3 SP #200 - 0.93 #230 1 1.75 1.68 -1 6.07 0.67 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -15 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,020,879 Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,125 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 c t .. — k– 0 90 10 80 � 20 70 30 CID m rn 60 40 � CD C T m 50 50 2 to 0 40 60 P a) IL 30 70 20 80 10 \ 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -43 #1 -55.6 SP #200 - 0.91 #230 1 1.78 1.73 -1.38 8.61 0.63 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,021,717 Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,840 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 0 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 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -43 #2 -59.0 SP #200 #230 - 1.10 0 2.11 2.07 -0.11 5.05 0.4 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -16 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,021,717 Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,840 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 % Carbonates Median Mean Skew Kurt Sort DCVC- 14 -43 #3 • -62.3 SP #20o -o.s7 #230 1 1.44 1.32 -1.36 6.92 0.78 Project Name: Comments: Hydrometer Analysis Date: 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 Northing (Y, ft): Q P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC- 14 -43 #3 • -62.3 SP #20o -o.s7 #230 1 1.44 1.32 -1.36 6.92 0.78 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -16 -14 TM 3,021,717 849,840 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 1 1 1 1 —x—" 1 1 6 1 1 1 1 1 1 — — Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -44 #1 • -58.3 SW #200 - o.ss #230 1.71 1.49 -1.55 6.29 0.89 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,022,535 Coastal Planning & Engineering, Inc. Northing (Y, ft): 850,573 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -45 #1 • -52.5 SP #200 #230 - 1.14 1 1.24 1.15 -1.11 6.13 0.76 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,019,211 Coastal Planning & Engineering, Inc. Northing (Y, ft): 847,744 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -45 #2 • -56.3 SP #200 - 1.16 #230 1 1.55 1.47 -1.21 7.59 0.59 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,019,211 Coastal Planning & Engineering, Inc. Northing (Y, ft): 847,744 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 —_k 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -45A #1 • -61.8 SW #200 - 0.66 #230 1.32 1.11 -1.77 7.31 1.07 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,019,192 Coastal Planning & Engineering, Inc. Northing (Y, ft): 847,737 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 70 30 CID m rn CD 60 40 � T m m 50 50 to o 40 60 `m IL 30 70 20 I 80 10 90 0 100 100 5 10 5 1 5 0.1� 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -45A #2 • -63.2 SP #200 - 1.16 #230 1.94 1.94 -0.08 3.93 0.5 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -13 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,019,192 Coastal Planning & Engineering, Inc. Northing (Y, ft): 847,737 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 - - -r— _ I I I I I I I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -46 #1 • -54.8 SW #200 - o.7s #230 2 1.02 0.88 -1.2 5.89 0.97 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -16 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,018,387 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,920 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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- I I I I I I I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -46 #2 • -57.6 SP #200 - 0.61 #230 1 1.27 1.15 -0.97 4.79 0.84 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -16 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,018,387 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,920 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 1 1 1 1 1 l 1 _— 1 11 1 1 1 1 1 1 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -46 #3 • -61.8 SP #200 - o.8a #230 1 1.76 1.66 -0.96 5.25 0.72 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -16 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,018,387 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,920 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 t t - 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 w Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 -- 1UU 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -46 #4 • -64.5 SP #200 - 1.92 #230 2.1 2.01 -0.61 4.99 0.57 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -16 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,018,387 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,920 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 1 90 80 \ 70 y 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -47 #1 • -63.7 SP #200 - o.ss #230 2 1.43 1.31 -0.68 3.7 0.84 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -16 -14 BP 3,017,553 846,211 NAD 1983 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 t 90 80 70 m CID m 60 CD 50 to cCD. 40 30 i 20 10 0' Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -47 #2 • -67.7 SP #200 - 2.s2 #230 1 2.24 2.21 -0.46 5.73 0.58 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -16 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,017,553 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,211 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 — -� _k_ 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -47 #3 • -71.3 SP -SM #200 #230 - 3.77 2.64 2.62 -0.76 7.83 0.58 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -16 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,017,553 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,211 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 0 0 90 80 Hydrometer 0 10 20 70 30 IL 30 70 20 80 10 90 0 2M CD (D 60 40 CD 1 5 0.1 5 C 5 0.001 T m Millimeters o 50 50 2 to o Silt and Clay Coarse Fine Coarse 40 60 o= m 3 `m IL 30 70 20 80 10 90 0 -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -48 #1 • -69.4 SP #200 - 3.94 #230 2.42 2.38 -1.39 9.15 0.7 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -16 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,017,718 Coastal Planning & Engineering, Inc. Northing (Y, ft): 847,710 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 1 1 1 1 1 1 -4 1 1 1 1 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 1 Cl � Hydrometer 0 — -� 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D m d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 07 -10 -15 TM 3,017,718 847,710 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine o= m o Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -48 #2 71.9 SM 230 3.22 3.06 2.97 21.36 0.6 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D m d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 07 -10 -15 TM 3,017,718 847,710 NAD 1983 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 l 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -49 #1 • -58.8 SP #200 - o.a7 #230 1 1.42 1.38 -0.66 4.75 0.67 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -18 -14 BP 3,018,562 848,419 NAD 1983 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 I o b -o— � I I I I I S I I 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC- 14 -49 #2 • -62.4 SP #200 -0.77 #230 2 1.33 1.26 -1.02 5.95 0.7 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -24 -14 BP 3,018,562 848,419 NAD 1983 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 0 0 90 80 70 m CD m 60 CD 50 to cCD. 40 30 20 10 1 0.- . —• 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC- 14 -49 #3 • -65.5 SP #200 -0.94 #230 - 0.88 1.77 1.69 -1.09 6.25 0.67 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -18 -14 TM 3,018,562 848,419 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 (D 2 N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -49A #1 • -68.2 SP #200 #230 - 1.22 2.13 2.06 -0.66 5.35 0.62 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -18 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,018,547 Coastal Planning & Engineering, Inc. Northing (Y, ft): 848,431 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 1 1 1 I I I I I I I I I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 30 — 70 20 !, 80 10 90 0 - -_— _ _ 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -49A #2 • -7 0.0 SW -SM #200 #230 - 5.15 2.48 2.29 -2.75 13.21 1.04 Project Name: � OBX Cooperative Sand Search Comments: Analysis Date: 07 -10 -15 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,018,547 Coastal Planning & Engineering, Inc. Northing (Y, ft): 848,431 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 10 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -50 #1 • -60.6 SP #200 - 1.44 #230 0 1.76 1.71 -0.49 5.35 0.59 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -18 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,020,297 Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,858 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 m » CID 60 40 CD CD 50 50 to 40 60 cCD. 30 70 20 80 10 \ 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -50 #2 • -64.4 SW #200 - o.sa 3 #230 1.27 1.08 -1.16 5.05 0.96 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -18 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,020,297 Coastal Planning & Engineering, Inc. Northing (Y, ft): 849,858 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 rn m a� `as 0 U c a) U m 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 19 14 13 25 35 45 60 80 120 170 200 230 Hydrometer 100 00 0 1 1 1 1 1 0 90 �� 10 80 20 70 \ 30 m CD 60 40 CD CD 50 50 to 40 60 cCD. 30 � 70 20 \ 80 10 - -- \ 90 0 -- - � -- _ 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -51 #1 • -53.4 SW #200 - o.ss #230 2 1.05 0.86 -1.12 4.57 0.95 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -18 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,020,476 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,130 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 rn m a� `m 0 U c a� U 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 13 25 35 45 60 80 120 170 200 230 100 1 1 1 1 1 1 - -* —_4 -1 II 1 1 1 1 1 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 0 Hydrometer 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -18 -14 TM 3,020,476 846,130 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -51 #2 -54.6 SP #20o -o.ss #230 1 1.55 1.43 -1.09 5.51 0.69 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -18 -14 TM 3,020,476 846,130 NAD 1983 NAVD 88 100 90 80 70 m CID m 60 CD 50 to CD. 40 cQ 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 1 1 1 1 1 4 4— —1 11 1 1 1 1 1 1 l Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 a`) IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -51 #3 • -57.4 SP #20o -o.5s #230 1 1.65 1.55 -1.39 7.48 0.63 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -18 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,020,476 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,130 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 � � � , t r t ,-- � i i i i s i i 0 90 \ 10 80 20 70 30 m CID rn 60 40 � CD T I m 50 50 2 to o 40 60 P m IL 30 70 20 80 10 1 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -51 #4 • -64.5 SP #230 -o.ss #230 - 0.92 1.79 1.75 -1.12 8.04 0.56 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -18 -14 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,020,476 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,130 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 18 25 35 45 60 80 120 170 200 230 100 90 \ 80 70 Hydrometer m CID m 60 CD 50 to cCD. 40 30 20 I 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 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 09 -18 -14 TM 3,019,648 845,391 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -52 #1 -54.7 SP #20o -o.as #230 1 1.49 1.4 -1.38 7.65 0.7 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -18 -14 TM 3,019,648 845,391 NAD 1983 NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -52 #2 • -58.7 SP #200 #230 - 0.60 1.52 1.44 -0.79 5.01 0.68 Hydrometer Comments: Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230 0 100 1 r Coastal Planning & Engineering, Inc. I I I I I 2481 NW Boca Raton Blvd. 90 Q \ Horizontal System: > ph (561) 391 8102 UJ U) \ Vertical System: 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -52 #2 • -58.7 SP #200 #230 - 0.60 1.52 1.44 -0.79 5.01 0.68 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 BP 3,019,648 845,391 NAD 1983 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 \ \ l 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC- 14 -52A #1 • -60.5 SP #200 - 0.53 #230 1.04 0.92 -0.8 4.33 0.82 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 BP 3,019,648 845,385 NAD 1983 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 1 l 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -52A #2 • -63.6 SP #200 #230 - 0.92 1.79 1.74 -0.79 5.82 0.65 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,019,648 Coastal Planning & Engineering, Inc. Northing (Y, ft): 845,385 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 m rn CID CD 60 40 � C T m 50 50 to o 40 60 ro IL 30 70 20 80 10 90 0 -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N Millimeters r, o Gravel Sand Silt and Clay o= Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -53 #1 • -55.8 SW #200 - 0.70 3 1.09 0.91 -1.64 7.18 1.05 Project Name: OBX Cooperative Sand Search #230 Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,018,800 Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,670 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 \ Hydrometer m CID CD 60 \ m �R 50 to cCD. 40 30 20 10 0 -- 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 BP 3,018,800 844,670 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -53 #2 -58.4 SW #200 #230 - 0.70 0.75 0.62 -0.7 3.67 0.95 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 BP 3,018,800 844,670 NAD 1983 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 I 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -53 #3 • -63.0 SP #200 - 1.06 #230 1 1.29 1.21 -0.82 4.73 0.84 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,018,800 Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,670 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 30 I 70 20 80 10 90 0 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -53 #4 • -66.7 SP #200 - 1.67 #230 2.24 2.2 -1.16 8.64 0.57 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,018,800 Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,670 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 -0 1 1 1 1 1 1 1 1 1 1 90 80 70 Hydrometer m � CD CD 60 50 \to C�° 40 \ cQ 30 20 \ 10 +`\ 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 0 10 20 30 40 m a� 50 CU 0 U 60 am IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 BP 3,017,962 843,967 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -54 #1 -60.9 SW #200 - 0.51 #230 4 0.62 0.39 -0.62 3.05 1.22 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 40 m a� 50 CU 0 U 60 am IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 BP 3,017,962 843,967 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 19 14 13 25 35 45 60 80 120 170 200 230 1 1 1 1 o d — L— 1 11 1 1 1 1 1 1 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -54 #2 • -66.0 SP #200 - 0.94 #230 1 1.76 1.59 -1.11 4.93 0.84 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,017,962 Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,967 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 70 \ m CID m 60 CD 50 to CD. 40 \ cQ 30 20 \ 10 0 -- 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -54 #3 • -69.2 SW #200 #230 - 0.50 0.95 0.96 -0.45 4.03 0.92 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 `m d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 BP 3,017,962 843,967 NAD 1983 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 i 20 10 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -54 #4 • -69.9 SP #200 #230 - 0.66 2.19 2.14 -0.95 6.54 0.61 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,017,962 Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,967 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 t 90 80 70 m CID m 60 CD m , 50 to 40 30 20 10 1 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -55 #1 • -60.2 SP #200 - o.as #230 0 1.79 1.73 -1.09 6.59 0.62 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,021,318 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,864 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 100 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 1 1 1 -- l I I I I I I I I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 90 0 - — -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -55 #2 • -64.5 SW #200 - 0.70 #230 2 1.31 1.15 -1.49 7.23 0.9 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,021,318 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,864 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 i 90 80 70 m CID m 60 CD 50 to cCD. 40 30 I 20 10 0 �«_• Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -55 #3 • -67.3 SP #200 - 1.84 #230 2.24 2.19 -1 7.25 0.57 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,021,318 Coastal Planning & Engineering, Inc. Northing (Y, ft): 846,864 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 I CID m 60 CD 50 to cCD. 40 S 30 20 Hydrometer 10 0 ��, • 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -56 #1 • -63.2 SP #200 - 1.24 1 2.31 2.32 0 5.95 0.39 Project Name: #230 Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 10 -08 -14 DA 3,022,142 847,573 NAD 1983 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 i n -I, 1 1 1 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 0 Hydrometer 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 BA 3,022,142 847,573 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -56 #2 -68.7 SP #200 #230 - 1.03 2.23 2.21 -0.89 10.96 0.43 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 BA 3,022,142 847,573 NAD 1983 NAVD 88 100 90 80 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 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# 11 1 1 1 1 1 1 Hydrometer 0 10 20 70 30 30 i 70 20 M CID (D m 60 40 \ C 90 T m 0 - J -T -= 50 50 2 to 5 10 5 o 0.01 5 0.001 40 60 Millimeters ro o IL 30 i 70 20 � 80 10 \ 90 0 - J -T -= 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -57 #1 • -59.6 SP #200 - o.a1 #230 0 1.68 1.6 -0.76 5.29 0.63 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,020,261 Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,642 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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' I I I I I I I I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -57A #1 • -64.9 SW #200 - o.a3 #230 2 1.71 1.54 -1.55 6.38 0.95 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,020,261 Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,642 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 1 70 m CID m 60 CD 50 to cCD. 40 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 30 70 20 80 10'� 90 0 - -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -57A #2 • -68.7 SP #200 - 2.36 #230 1 2.34 2.31 -1.27 8.9 0.58 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,020,261 Coastal Planning & Engineering, Inc. Northing (Y, ft): 844,642 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 � � � = t- ,� '� i i i i s i i 0 90 \ 10 80 20 70 \ 30 CID m rn 60 40 � CD T 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -58 #1 • -59.0 SW #200 - 0.73 #230 1 1.11 0.99 -0.82 3.93 0.89 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,018,641 Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,165 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -58 #2 -61.5 SP #200 #230 - 1.24 2.12 2.05 -1.16 10.19 0.58 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,018,641 Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,165 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Hydrometer 1 1.28 1.19 -0.53 3.38 0.89 Standard Sieve Sizes 3/45/8 5/16 4 5 7 19 14 13 25 35 45 60 80 120 170 200 230 m' Depths and elevations based on measured values 100 1 Y o ♦ -. —. -_� 0 CB &I Easting (X, ft): 90 Coastal Planning & Engineering, Inc. Northing (Y, ft): Q P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > 80 UJ U) Vertical System: 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -58 #3 • -65.6 SW #200 - o.aa #230 1 1.28 1.19 -0.53 3.38 0.89 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -17 -14 DA 3,018,641 843,165 NAD 1983 NAVD 88 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer 100 I Y � i L �� L �� � -_ —_ � I I I S I I 0 90 � 10 80 20 70 30 30 --F- 70 20 80 to m rn CID 60 0 60 40 `m CD IL 100 100 5 10 5 1 5 0.1 5 T 5 0.001 m Millimeters o m 50 50 P 30 --F- 70 20 80 to o 10 40 60 0 90 0 `m IL 30 --F- 70 20 80 10 \ 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -58 #4 • -68.4 SP #200 #230 - 2.61 1 2.43 2.44 -1.43 15.09 0.55 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,018,641 Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,165 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -59 #1 -63.9 SP #200 - o.so #230 1 1.89 1.81 -1.53 8.78 0.64 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -17 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 3,020,894 Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,881 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 W 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 Hydrometer 10 0 —� -• 100 5 10 5 1 5 0.1 5 0.01 N Millimeters r, o Gravel Sand Silt and Clay J 5 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 09 -17 -14 BA 3,020,894 843,881 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -59 #2 -69.7 SP #200 - 1.59 #230 1 2.38 2.26 -1.88 9.47 0.74 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 5 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 09 -17 -14 BA 3,020,894 843,881 NAD 1983 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 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -59 #3 • -73.0 SW #200 - 2.7s #230 7 2.19 1.84 -1.86 6.66 1.26 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -18 -14 DA 3,020,894 843,881 NAD 1983 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 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -60 #1 • -58.4 SP #200 #230 - 0.78 1.28 1.18 -0.49 3.21 0.7 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -18 -14 DA 3,020,065 843,184 NAD 1983 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 80 120 170 200 230 100 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 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -60 #2 • -62.7 SP #200 - o.s7 #230 0 1.94 1.9 -0.57 5.12 0.58 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -18 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,020,065 Coastal Planning & Engineering, Inc. Northing (Y, ft): 843,184 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Hydrometer 2 1.55 1.47 -0.35 2.84 0.84 Standard Sieve Sizes 3/45/8 5/16 7 19 14 13 25 35 45 60 80 120 170 200 230 m' Depths and elevations based on measured values 100 —4-5 �� –,�� 0 CB &I Easting (X, ft): Coastal Planning & Engineering, Inc. \\ Q P 2481 NW Boca Raton Blvd. 90 Q 1, Horizontal System: > ph (561) 391 8102 \ Vertical System: 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -60 #3 • -68.4 SP #200 - o.as #230 2 1.55 1.47 -0.35 2.84 0.84 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 10 -08 -14 DA 3,020,065 843,184 NAD 1983 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 00 0� 90 80 70 m CD m 60 CD 50 to cCD. 40 30 20 Hydrometer 10 0 100 5 10 5 1 5 0.1 5 0.01 N Millimeters r, o Gravel Sand Silt and Clay J 5 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 10 -07 -14 DA 3,020,065 843,184 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -60 #4 -70.0 SW #200 - 1.98 #230 3 2.28 2.05 -1.9 8.15 1.01 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 5 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 10 -07 -14 DA 3,020,065 843,184 NAD 1983 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 --4 -o -L_ I I I I I I I I Hydrometer 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 90 0 — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -61 #1 • -58.9 SP #200 - 0.66 #230 1 1.13 1.03 -0.84 4.73 0.81 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -18 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,019,233 Coastal Planning & Engineering, Inc. Northing (Y, ft): 842,451 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 I Y o t 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -61 #2 • -65.7 SP #200 - 1.23 #230 1 1.59 1.45 -0.86 4.67 0.84 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -18 -14 DA 3,019,233 842,451 NAD 1983 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -61 #3 -71.6 SP #200 - 2.2a #230 1 2.26 2.2 -1.07 7.8 0.64 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 10 -07 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,019,233 Coastal Planning & Engineering, Inc. Northing (Y, ft): 842,451 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 50 \to cCD. 40 30 20 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -62 #1 • -63.2 SW #200 - o.s3 #230 2 0.89 0.79 -0.85 4.53 1.04 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -19 -14 DA/ST 3,018,404 841,730 NAD 1983 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 10 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -62 #2 • -66.4 SP #200 - 1.48 #230 0 2.11 2.04 -0.88 7.9 0.56 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 3,018,404 Coastal Planning & Engineering, Inc. Northing (Y, ft): 841,730 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 - 4 90 80 70 \ m CID m 60 50 to cCD. 40 30 20 10 - -- 0 - - -- - - 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -62 #3 • -67.8 SW #200 - o.5s #230 1 1.3 1.19 -0.85 4.88 0.91 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -19 -14 ST 3,018,404 841,730 NAD 1983 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 t 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -62 #4 • -69.8 SP #200 - 1.63 #230 1 2.18 2.13 -0.66 6.02 0.6 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 3,018,404 Coastal Planning & Engineering, Inc. Northing (Y, ft): 841,730 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0. 40 30 20 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 \ 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -62 #5 • -72.9 SP #200 - 1.81 #230 1 2.33 2.32 -0.83 7.66 0.56 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,018,404 Coastal Planning & Engineering, Inc. Northing (Y, ft): 841,730 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 I m 50 to 40 30 I 30 20 10 1 0 — - -. –• Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -63 #1 • -59.4 SP #200 - 0.93 #230 0 1.84 1.81 -0.59 4.84 0.54 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,020,708 Coastal Planning & Engineering, Inc. Northing (Y, ft): 842,435 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 19 14 13 25 35 45 60 80 120 170 200 230 I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -63 #3 • -63.6 SP #200 - o.s3 #230 1 1.82 1.65 -1.36 5.93 0.85 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,020,708 Coastal Planning & Engineering, Inc. Northing (Y, ft): 842,435 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 90 10 80 20 70 30 m rn CID 90 CD 60 40 � C 0 T i m 100 5 10 5 1 5 0.1 5 50 50 2 to Millimeters 0 o Gravel Sand 40 60 Silt and Clay `m Medium Fine IL 30 70 20 80 10 90 0 r 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -63 #2 • -68.7 SP #200 - 2.ss #230 1 2.34 2.33 -0.89 7.68 0.55 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -19 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,020,708 Coastal Planning & Engineering, Inc. Northing (Y, ft): 842,435 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -64 #1 • -56.3 SW #200 #230 - 0.67 0.79 0.69 -0.46 3.3 0.9 Hydrometer Comments: Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 0 100 r c t Coastal Planning & Engineering, Inc. Northing (Y, ft): Q P 90 Q Boca Raton, FL 33431 Horizontal System: > 80 ^\ Vertical System: 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -64 #1 • -56.3 SW #200 #230 - 0.67 0.79 0.69 -0.46 3.3 0.9 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -19 -14 JW 3,019,043 840,963 NAD 1983 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 90 80 \ l 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -64 #2 • -59.4 SW #200 #230 - 0.74 0.95 0.87 -0.88 5.49 0.87 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -19 -14 JW 3,019,043 840,963 NAD 1983 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 \ l 70 \m CID m 60 CD 50 to CID. 40 30 20 10 0 — - -� – 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -64 #3 • -65.4 SW #200 - o.a7 #230 2 1 0.93 -0.59 3.82 0.94 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -22 -14 JW 3,019,043 840,963 NAD 1983 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 -- .- 4- 1� - - -k 1 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 I 80 10 90 0 - — - 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -64 #4 -69.9 SP #200 #230 - 1.42 1.92 1.81 -1.92 11.53 0.75 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,019,043 Coastal Planning & Engineering, Inc. Northing (Y, ft): 840,963 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 Standard Sieve Sizes 3/45/8 100 1 1, 90 80 70 m CID m 60 CD -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 I I I Hydrometer 0 10 20 30 rn 40 m m �R 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 N Millimeters r, o Gravel Sand Silt and Clay o= Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -65 #1 • -62.5 SW #200 - 0.56 10 0.34 0.03 -0.81 3.33 1.47 Project Name: OBX Cooperative Sand Search #230 Comments: Analysis Date: 10 -07 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,018,886 Coastal Planning & Engineering, Inc. Northing (Y, ft): 839,507 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -65 #2 • -63.6 SP #200 - 0.96 #230 1 1.52 1.5 -0.56 4.85 0.65 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -22 -14 JW 3,018,886 839,507 NAD 1983 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 -_ �,_— _ I I I I I I I I I 90 80 Hydrometer 70 m CID n 60 CD 50 \to C�° 40 \ cQ 30 20 10 0 -- _ • �. 100 5 10 5 1 5 0.1 5 0.01 N Millimeters r, o Gravel Sand Silt and Clay J 5 0 10 20 30 rn 40 m a� 50 CU 0 U 60 am IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -24 -14 BP 3,018,886 839,507 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -65 #5 -64.6 SW #200 - 0.77 #230 0.62 0.56 -0.51 4.13 1.07 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 5 0 10 20 30 rn 40 m a� 50 CU 0 U 60 am IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -24 -14 BP 3,018,886 839,507 NAD 1983 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 0 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -65 #3 -68.2 SW #200 #230 - 1.26 1 1.7 1.52 -1.19 5.43 0.89 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,018,886 Coastal Planning & Engineering, Inc. Northing (Y, ft): 839,507 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 C T m 50 50 2 to 0 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -65 #4 -71.0 SP #200 - 3.12 #230 1 2.47 2.47 -0.49 5.13 0.53 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,018,886 Coastal Planning & Engineering, Inc. Northing (Y, ft): 839,507 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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_��� • I�� \�I 90 80 70 m CID m 60 50 to \ C�° 40 cQ 30 20 10 0 —� - 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -66 #1 • -57.5 SW #200 - 0.65 #230 5 0.68 0.46 -0.78 3.63 1.19 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -22 -14 JW 3,019,704 840,227 NAD 1983 NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Hydrometer 1 1.64 1.59 -0.43 4.49 0.68 Project Name: Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230 m' Depths and elevations based on measured values 100 r 0 CB &I Easting (X, ft): Coastal Planning & Engineering, Inc. Northing (Y, ft): Q P 2481 NW Boca Raton Blvd. 90 Boca Raton, FL 33431 \ 1, > ph (561) 391 8102 80 UJ U) Vertical System: 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -66 #2 • -63.6 SP #200 - 0.53 #230 1 1.64 1.59 -0.43 4.49 0.68 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D 2 N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -22 -14 JW 3,019,704 840,227 NAD 1983 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 6 90 80 70 m CID m 60 CD 50 to CD. 40 y cQ 30 20 10 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 a`) IL 70 80 90 0 - -- r — 1UU 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -66 #3 • -68.3 SP #200 -1.as #230 1 2.24 2.23 -0.67 7.55 0.57 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,019,704 Coastal Planning & Engineering, Inc. Northing (Y, ft): 840,227 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 \ 50 to cCD. 40 30 20 10 0 _ ���► . . Hydrometer 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -66 #4 • -70.3 SW #200 -1.os #230 4 1.07 0.96 -0.64 3.82 1.09 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,019,704 Coastal Planning & Engineering, Inc. Northing (Y, ft): 840,227 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC- 14 -67 #1 • -59.6 SP #200 -o.ss #230 - 0.98 1 1.41 1.32 -1.05 5.89 0.83 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -23 -14 JW 3,020,517 840,972 NAD 1983 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 30 70 20 2M CID (D 60 40 CD 90 T m m 50 50 2 to o 100 100 5 10 5 1 5 0.1 5 40 60 0.001 N r, Millimeters `m o IL 30 70 20 1 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -67 #2 • -66.0 SP #200 - 3.13 #230 1 2.38 2.31 -0.82 5.22 0.65 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,020,517 Coastal Planning & Engineering, Inc. Northing (Y, ft): 840,972 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 0 0 90 10 80 20 70 30 m rn CD 60 40 � CD C 80 10 T m 90 0 _ 50 50 2 100 100 5 10 5 to 0.01 o 0.001 N r, Millimeters 40 60 Gravel Sand `m IL 30 1 70 20 80 10 90 0 _ 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -68 #1 • -63.6 SP #200 #230 - 1.02 1 2.14 2.03 -1.72 10.45 0.67 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,018,116 Coastal Planning & Engineering, Inc. Northing (Y, ft): 850,614 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 .. �. — _J, I I I I I I 0 90 10 80 20 70 30 CID m rn 60 40 � CD C T m 50 50 2 to o 40 60 ro IL 30 70 20 I 80 \ 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -68 #2 • -68.0 SP #200 - 3.24 #230 1 2.51 2.38 -1.27 7.97 0.69 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,018,116 Coastal Planning & Engineering, Inc. Northing (Y, ft): 850,614 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 30 m CID rn 60 40 � CD C T m 50 50 2 to o 40 60 P I ro IL 30 �— \ 70 20 80 \ 1 10 90 0 --F-F 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m Sample Symbol Elev. (ft) USCS Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -68 #3 74.0 SM 200 230 3.2 2.98 0.9 5.14 0.59 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 07 -10 -15 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,018,116 Coastal Planning & Engineering, Inc. Northing (Y, ft): 850,614 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 10 \ 0 —� —. -. Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -69 #1 • -54.9 SP #200 - o.7s #230 1 1.73 1.7 -0.55 4.98 0.51 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,018,937 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,377 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 - -,►— - 1 I 1 6 1 1 1 1 1 1 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -69 #2 • -56.4 SW #200 #230 - 0.84 1.68 1.5 -2.31 11.13 0.87 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,018,937 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,377 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 10 80 20 70 30 CID rn (D 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -69 #3 -57.2 SP #200 -1.os #230 0 1.92 1.89 -0.57 5.28 0.51 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,018,937 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,377 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 i Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 T 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -69 #4 • -61.6 SP #200 - 0.77 #230 0 1.7 1.65 -0.79 5.87 0.59 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,018,937 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,377 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -70 #1 • -57.4 SP #200 - o.as #230 1 1.89 1.79 -2.17 11.41 0.72 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,019,776 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,080 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 10 0� . Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -70 #2 • -61.1 SP #200 - o.so #230 1 1.85 1.82 -0.53 5.44 0.58 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,776 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,080 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -70 #3 • -64.4 SP #200 - o.ss #230 1 1.86 1.77 -1.94 11.6 0.66 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: BP 0 CB &I Easting (X, ft): 3,019,776 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,080 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 —4— _ 90 80 \ 70 m CD m 60 CD 50 to cCD. 40 30 20 10 \ o Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -71 #1 • -57.8 SW #200 - o.3s #230 3 1.58 1.34 -1.79 7.51 1.01 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,020,603 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,813 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 10 1 0 _ Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -71 #2 • -6 0.9 SP #200 #230 - 0.84 1.78 1.69 -2.42 15.17 0.71 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,020,603 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,813 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 Standard Sieve Sizes 3/45/8 100 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 0 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 F -- Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -71 #3 • -64.8 SW #200 - 0.91 #230 5 1.5 1.25 -2.14 9.03 1.09 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,020,603 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,813 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 F-1 � -- � Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -72 #1 • -64.5 SW #200 -1.2s #230 24 1.15 0.62 -0.95 3.05 1.79 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -08 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 2,981,636 Coastal Planning & Engineering, Inc. Northing (Y, ft): 911,164 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 I _ -•= - -� i - - -i 90 i 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 N Millimeters r, o Gravel Sand Silt and Clay J 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 09 -08 -14 BA 2,981,636 911,164 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -72 #2 • -66.5 SW -SM #200 - s.1a #230 4 2.84 2.7 -4.18 25.11 0.97 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -08 -14 BA 2,981,636 911,164 NAD 1983 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 (D U N IL 70 80 10 90 0 -- �� �� -• 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -73 #1 • -63.8 SW #200 - 1.73 #230 g 1.87 1.75 -1.52 7.01 0.98 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -08 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 2,981,615 Coastal Planning & Engineering, Inc. Northing (Y, ft): 910,198 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 80 120 170 200 230 100 r yI 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 (D U N IL 30 70 20 � 80 10 90 0 -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -73 #2 • -66.8 SP -SM #200 - s.2s #230 3 2.73 2.63 -3.54 24.95 0.71 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 08 -28 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,981,615 Coastal Planning & Engineering, Inc. Northing (Y, ft): 910,198 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -74 #1 -61.0 SW #200 - #230 1.35 7 2.12 1.88 -1.78 7.23 0.92 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 08 -28 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,983,839 Coastal Planning & Engineering, Inc. Northing (Y, ft): 910,200 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 Standard Sieve Sizes 3/45/8 100 1 ♦_ 90 80 70 m CID m 60 CD 50 to cCD. 40 -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 (D U N IL 30 70 20 80 10 '� 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -74 #2 • -65.9 SW #200 - 3.62 #230 17 2.27 1.66 -1.62 5 1.62 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -08 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,983,839 Coastal Planning & Engineering, Inc. Northing (Y, ft): 910,200 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 (D U N IL 70 80 90 0 - -- — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -75 #1 • -65.9 SP #200 - 2.56 #230 5 2.39 2.21 -1.96 9.2 0.85 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,982,770 Coastal Planning & Engineering, Inc. Northing (Y, ft): 909,199 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 100 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer 1 1 I_ , I I I I I I I I S I I 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 90 0 _ - — -• 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -75 #2 • -67.9 SW #200 -1.7s #230 12 2.14 1.74 -1.77 6.03 1.33 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,982,770 Coastal Planning & Engineering, Inc. Northing (Y, ft): 909,199 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 - - -. -� A 1 0 90 � 10 80 20 70 30 m CID rn 60 40 � CD C T m 50 50 2 to o 40 60 ro IL 30 70 20 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -76 #1 • -67.3 SP -SM #200 - s.7s #230 5 2.76 2.61 -3.38 18.7 0.85 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 08 -28 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,982,808 Coastal Planning & Engineering, Inc. Northing (Y, ft): 908,229 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 � � � , t t .. ♦—� —� 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -76 #2 • -70.9 SP -SM #200 - 6.18 #230 3 2.82 2.81 -3.33 31.4 0.49 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 08 -28 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,982,808 Coastal Planning & Engineering, Inc. Northing (Y, ft): 908,229 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 50 to 40 30 20 10 Hydrometer 0 F- -F- Z 'r i Tom. -. 100 5 10 5 1 5 0.1 5 0.01 N Millimeters r, o Gravel Sand Silt and Clay J 5 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D am IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -03 -14 DA 2,981,710 908,235 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -77 #1 -64.7 SW #200 - o.as #230 22 0.7 0.4 -0.85 3.45 1.62 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 5 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D am IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -03 -14 DA 2,981,710 908,235 NAD 1983 NAVD 88 100 90 80 70 m CID m 60 CD 50 to cCD. 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 10 14 18 25 35 45 60 80 120 170 200 230 1 1 1 — - I I I I I I I I I I Hydrometer 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N IL 30 70 20 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -77 #2 • -66.6 SW #200 - 3.51 #230 g 2.64 2.26 -2.42 9 1.22 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -03 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,981,710 Coastal Planning & Engineering, Inc. Northing (Y, ft): 908,235 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 t 90 80 70 m CID m 60 CD 50 to cCD. 40 Hydrometer 30 20 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 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 09 -03 -14 DA 2,981,710 908,235 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -77 #3 • -68.9 SP -SM #200 - 5.31 #230 3 2.79 2.75 -2.94 20.47 0.55 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -03 -14 DA 2,981,710 908,235 NAD 1983 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 "8 25 35 45 60 80 120 170 200 230 Hydrometer 100 0 90 10 80 \ 20 70 1 30 m rn CID 60 40 � CD C 80 10 T m 90 0 50 50 2 100 to 5 10 5 o 0.01 5 0.001 N r, Millimeters 40 60 o Gravel Sand `m IL 30 70 20 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -77 #4 • -75.6 SP #200 -4.18 #230 0 2.76 2.76 0.37 4.2 0.38 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -03 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,981,710 Coastal Planning & Engineering, Inc. Northing (Y, ft): 908,235 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 ' I- r4- u- -�__ I I I I I I 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 N Millimeters r, o Gravel Sand Silt and Clay J 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 08 -28 -14 DA 2,983,958 907,235 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -78 #1 -61.9 SP #200 - 1.60 #230 5 2.44 2.23 -2.28 10.7 0.84 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 08 -28 -14 DA 2,983,958 907,235 NAD 1983 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 w- 4 n- 90 80 \ 70 \} m CID m 60 C 50 to cCD. 40 30 20 10 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 — --F-- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -78 #2 • -65.9 SP #200 -4.43 #230 - 3.31 3 2.71 2.61 -3.49 23.19 0.67 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 08 -28 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,983,958 Coastal Planning & Engineering, Inc. Northing (Y, ft): 907,235 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) 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 (D U N IL 70 80 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -79 #1 • -64.4 SP #200 - 2.7s #230 4 2.55 2.41 -2.87 15.2 0.74 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -03 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,984,016 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,248 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 - - -1 0 90 10 80 20 70 30 m rn CID 80 60 40 � CD - � > T m 90 50 50 2 — - - -- - - to o 100 5 10 5 1 5 0.1 5 0.01 5 0.001 40 60 Millimeters o `m Sand IL 30 70 20 80 10 90 0 — - - -- - - 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -79 #2 • -66.9 SP #200 -4.36 #230 - 3.02 3 2.73 2.61 -3.67 22.34 0.77 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -03 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,984,016 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,248 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 `m IL 30 70 20 80 10 � 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -79 #3 • -69.1 SP -SM #200 - 7.7a #230 2 2.81 2.78 -1.71 16.84 0.48 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -03 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,984,016 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,248 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 80 120 170 200 230 100 1 1 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 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -80 #1 • -60.4 SP #200 - 1.26 #230 7 2.04 1.86 -1.65 7.22 0.83 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 08 -29 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,982,928 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,242 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 Standard Sieve Sizes 3/45/8 100 1 s' 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 0 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 1 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -80 #2 • -63.9 SW #200 - o.as #230 29 0.92 0.53 -0.81 3.04 1.63 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 08 -29 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,982,928 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,242 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 30 70 20 80 10 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 90 Hydrometer Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 r —T 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters 90 Gravel Sand 10 80 20 70 Medium Fine 30 o= m m rn CID % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -80 #3 CD 60 2 2.42 2.41 -2.41 18.61 0.59 Project Name: 40 � Analysis Date: 08 -29 -14 m' Depths and elevations based on measured values T Analyzed By: ST 0 m CB &I Easting (X, ft): 2,982,928 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,242 Q P 50 50 2 to Horizontal System: NAD 1983 > o � I UJ U) U Vertical System: NAVD 88 40 60 2 I 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -80 #3 • -65.5 SP #200 - 3.os #230 2 2.42 2.41 -2.41 18.61 0.59 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 08 -29 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,982,928 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,242 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 Standard Sieve Sizes 3/45/8 100 � r 90 80 70 -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 m CID n 60 CD 50 \ to \40 30 20 10 0 -� 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 0 10 20 30 rn 40 m a� 50 CU 0 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -10 -14 CG 2,981,836 906,248 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -81 #1 -63.5 SW #200 - 1.15 #230 19 0.68 0.42 -0.68 3.05 1.37 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -10 -14 CG 2,981,836 906,248 NAD 1983 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 00 90 80 \ \ 70 m \CD m 60 CD 50 to CD. 40 \ cQ 30 20 10 0 100 5 10 5 1 5 0.1 5 N r, Millimeters o Gravel Sand c� J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt DCVC -14 -81 #2 • -65.6 SW #200 -1.10 #230 12 1.61 1.36 -1.13 4.41 Comments: m' Depths and elevations based on measured values 0 CB &I J Coastal Planning & Engineering, I Q P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 > UJ U) ph (561) 391 8102 Hydrometer 0 10 20 30 40 m a� 50 CU 0 U 60 am IL 70 80 90 100 0.01 5 0.001 Silt and Clay Sort 1.09 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: Sample Information OBX Cooperative Sand Search 09 -10 -14 CG 2,981,836 906,248 NAD 1983 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 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 - -- — — �Y =• 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -81 #3 • -68.7 SW #200 #230 - 1.25 2.27 2.12 -2.81 15.63 0.86 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,981,836 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,248 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 100 90 80 70 m CID m 60 m 50 to 0. 40 cQ 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 am IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -82 #1 • -64.5 SW #200 - 1.01 #230 23 0.78 0.49 -0.76 3.05 1.5 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,980,724 Coastal Planning & Engineering, Inc. Northing (Y, ft): 906,247 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 2M (D 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -83 #1 • -60.6 SW #200 - 1.11 #230 12 1.57 1.21 -1.38 5.04 1.24 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 2,981,221 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,784 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Medium Fine CID \ m 60 oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -83 #2 • -61.7 SW #200 - o.as #230 25 0.28 0.17 -0.41 2.78 1.47 Project Name: Comments: \ 50 m' Depths and elevations based on measured values to Analyzed By: 0 CB &I Easting (X, ft): C�° 40 cQ Northing (Y, ft): Q P 2481 NW Boca Raton Blvd. 30 20 10 0 100 5 10 5 1 5 0.1 5 0.01 5 Hydrometer N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -83 #2 • -61.7 SW #200 - o.as #230 25 0.28 0.17 -0.41 2.78 1.47 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 40 m 50 N CU 0 U 60 (D U N IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -10 -14 CG 2,981,221 905,784 NAD 1983 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 , 4_„_ 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 (D U N IL 70 80 90 0 — — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -83 #3 • -63.4 SP #200 - 1.95 #230 3 2.3 2.19 -2.47 14.1 0.72 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,981,221 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,784 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 \ 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -83 #4 • -66.3 SW #200 - o.s7 #230 15 1.51 1.26 -1.17 4.62 1.19 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,981,221 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,784 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -84 #1 • -61.2 SP #200 - 1.75 #230 1 2.4 2.37 -1.27 9.75 0.52 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -08 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,983,259 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,773 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 30 70 20 I 80 10 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -85 #1 • -67.0 SW #200 -4.17 #230 g 2.65 2.35 -3.21 13.94 1.2 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -08 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,984,059 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,266 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -86 #1 -64.8 SW #200 - 1.94 #230 5 2.1 1.91 -1.26 5.48 0.86 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -03 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,981,849 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,264 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0.01 m 60 N r, Millimeters m o 50 to \ CD. 40 cQ S 30 20 10 \ Hydrometer 0 10 20 30 40 m a� 50 CU 0 U 60 a`) IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -86 #2 • -66.9 SW #200 - 0.72 #230 18 1.03 0.83 -0.84 3.39 1.4 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -04 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,981,849 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,264 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 80 120 170 200 230 100 0 0 s 90 80 \ 70 i m CID m 60 CD 50 to cCD. 40 S 30 I 20 10 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -86 #3 • -67.8 SW -SM #200 #230 - 4.55 2,71 2.47 -2.98 13.19 1.07 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -08 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 2,981,849 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,264 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 r -4 - -! 0 90 10 t 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m o Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -86 #4 69.0 SM 230 - 13.9 3 2.81 2.71 3.21 22.74 0.58 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -04 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,981,849 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,264 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 - tA cCD. 40 30 20 10 0 - - - _ ± -• Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -87 #1 • -64.0 SP #200 - 1.44 #230 4 2.18 2.08 -3.17 19.35 0.7 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: BA 0 CB &I Easting (X, ft): 2,981,155 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,266 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 ' ' —4 b 1 1 1 1 1 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 N Millimeters r, o Gravel Sand Silt and Clay J 5 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 09 -09 -14 BA 2,981,155 905,266 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -87 #2 -67.4 SP #200 - 2.3s #230 3 2.4 2.3 -2.58 14.38 0.75 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 5 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 09 -09 -14 BA 2,981,155 905,266 NAD 1983 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 FD 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 — \ 90 0 _ ---F--- I —11` • 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -88 #1 • -63.0 SW #200 - 1.11 #230 g 2.17 1.84 -1.75 6.25 1.15 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,980,747 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,258 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 ro IL 30 70 20 80 10 90 0 — — — -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -88 #2 • -64.1 SP #200 - 2.7s #230 - 2.14 2 2.47 2.41 -1.9 11.45 0.63 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,980,747 Coastal Planning & Engineering, Inc. Northing (Y, ft): 905,258 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 m 60 40 (D m 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -89 #1 -59.1 SW #200 -1.os #230 g 1.78 1.52 -1.45 5.9 1.13 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 08 -27 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,980,346 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,297 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 30 1 70 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 80 Hydrometer I Standard Sieve Sizes 3/45/8 5/16 4 5 7 19 14 13 25 35 45 60 80 120 170 200 230 100 r 90 0 90 10 0 80 -- �• 20 100 70 5 10 5 1 5 0.1 5 30 5 0.001 N r, Millimeters rn CID o Gravel (D CD 60 40 C Silt and Clay Coarse Fine Coarse T m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information 50 DCVC -14 -89 #2 • -64.1 SP #200 #230 - 1.22 50 2 to Comments: o 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 40 60 Northing (Y, ft): 904,297 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 ro NAD 1983 > ph (561) 391 8102 IL 30 1 70 20 80 I 10 90 �� 0 -- �• 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -89 #2 • -64.1 SP #200 #230 - 1.22 3 2.44 2.37 -2.83 16.38 0.72 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -09 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,980,346 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,297 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 00 0 0 90 10 80 � 20 70 30 CD 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -90 #1 -63.2 SW #200 - #230 1.66 10 2.26 2 -1.89 7.57 1 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 08 -29 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,981,916 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,295 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 90 10 80 20 70 30 CID m rn 60 40 CD T m 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -90 #2 -66.2 SP #200 - 3.62 #230 4 2.54 2.41 -1.74 9.77 0.74 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 08 -29 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,981,916 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,295 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 60 40 m m 50 50 2 to \ CU 0 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 N Millimeters r, o Gravel Sand Silt and Clay o= Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -90 #3 • -67.7 SW #200 - 1.61 25 1 0.78 -0.75 3.12 1.63 Project Name: OBX Cooperative Sand Search #230 Comments: Analysis Date: 09 -02 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,981,916 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,295 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 10 � 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 o Gravel Hydrometer Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Silt and Clay 100 1 _ 0 o= m oSample 90 % Carbonates Median Mean Skew Kurt Sort 10 DCVC -14 -90 #4 • -69.3 SP -SM #200 - 8.61 #230 3 2.81 2.78 -3.53 33.77 0.56 Project Name: OBX Cooperative Sand Search Comments: 80 Analysis Date: 20 m' Depths and elevations based on measured values 70 Analyzed By: ST 30 m Easting (X, ft): 2,981,916 rn CID Northing (Y, ft): 904,295 Q P CD 60 40 � C Horizontal System: NAD 1983 > T UJ U) m Vertical System: NAVD 88 50 50 2 to o I 40 60 r ro I IL 30 70 20 80 10 � 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -90 #4 • -69.3 SP -SM #200 - 8.61 #230 3 2.81 2.78 -3.53 33.77 0.56 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -02 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,981,916 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,295 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 100 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 90 0 — — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -91 #1 • -65.8 SP #200 #230 - 2.13 5 2.51 2.33 -2.62 13.22 0.81 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -03 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,983,623 Coastal Planning & Engineering, Inc. Northing (Y, ft): 904,310 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 70 m CID m 60 CD 50 to cCD. 40 Hydrometer 30 20 \ 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 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 Y o ♦- ♦ --A —, 90 Analysis Date: m' Depths and elevations based on measured values Analyzed By: 0 t 80 Coastal Planning & Engineering, Inc. Northing (Y, ft): 70 m CID m 60 CD 50 to cCD. 40 Hydrometer 30 20 \ 10 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -91 #2 • -69.1 SP -SM #200 - s.o7 #230 3 2.84 2.81 -3.45 28.32 0.6 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -03 -14 ST 2,983,623 904,310 NAD 1983 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 Hydrometer m I CID m 60 CD 50 to cCD. 40 30 20 I 10 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -92 #1 • -63.5 SP #200 #230 - 1.66 2.41 2.25 -2.21 10.79 0.85 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 08 -28 -14 DA 2,981,969 903,289 NAD 1983 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 S 30 20 10 I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -92 #2 • -67.0 SP -SM #200 - 6.68 #230 3 2.76 2.71 -2.74 19.96 0.65 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 08 -29 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,981,969 Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,289 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 1 1 1 1 _� 1 1 1 1 1 1 1 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 Hydrometer 10 I 0 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J 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 08 -28 -14 DA 2,979,749 903,306 NAD 1983 NAVD 88 Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -93 #1 -57.0 SW #200 - 1.45 #230 6 2.29 1.97 -1.69 6.34 1.06 Project Name: • Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 08 -28 -14 DA 2,979,749 903,306 NAD 1983 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 -01 10 80 20 \ 70 30 CID « rn 60 \ 40 CD m m 50 \ 50 2 to CU 0 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -93 #2 -59.9 SW #200 - 0.93 #230 20 1.06 0.94 -0.7 2.84 1.55 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 08 -27 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,979,749 Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,306 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 100 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230 1 1 1 1 - `- o 11 1 1 1 1 1 1 1 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 10 90 0 -- r 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -93 #3 • -62.5 SP #200 - 2.31 #230 3 2.57 2.44 -3.18 19.9 0.7 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 08 -28 -14 m' Depths and elevations based on measured values Analyzed By: ST 0 CB &I Easting (X, ft): 2,979,749 Coastal Planning & Engineering, Inc. Northing (Y, ft): 903,306 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 I m CID m 60 CD 50 to cCD. 40 30 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 20 80 10 90 0 - -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -94 #1 • -66.2 SP #200 #230 - 1.19 2 2.51 2.45 -2.04 15.69 0.52 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -10 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 2,979,374 Coastal Planning & Engineering, Inc. Northing (Y, ft): 902,917 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 r ♦� -A -� 90 80 Hydrometer 0 10 20 70 30 m rn CID 80 60 40 � CD 90 C T m 100 100 5 10 5 1 5 0.1 5 0.01 5 50 50 2 Millimeters to o o Gravel Sand 40 60 `m IL 30 70 20 I 80 10 — 90 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -95 #1 • -6 0.1 SP #200 #230 - 0.88 1.99 1.94 -1.48 10.88 0.51 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -22 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,320 Coastal Planning & Engineering, Inc. Northing (Y, ft): 854,268 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 � �I i 1 1 1 1 1 1 0 ~ < 90 10 80 20 70 30 CID m rn 60 40 � CD C T m 50 50 to 0 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -95 #2 -61.8 SW #200 - o.8a #230 2 1.78 1.62 -1.99 8.97 0.87 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,320 Coastal Planning & Engineering, Inc. Northing (Y, ft): 854,268 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 S Hydrometer 30 20 10 0 - =+1 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -95 #3 • -65.8 SP #200 - 1.14 #230 0 2.25 2.24 -0.06 5.3 0.42 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ 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 09 -23 -14 CG 3,019,320 854,268 NAD 1983 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 90 80 70 m CID m 60 CD 50 to cCD. 40 30 I 20 10 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 — 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -96 #1 • -60.5 SP #200 -1.02 #230 1 1.93 1.83 -1.33 6.79 0.66 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,017,679 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,814 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 \ 0 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -96 #2 • -63.3 SW #200 - 0.57 #230 2 1.64 1.43 -1.49 6.21 0.94 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,017,679 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,814 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 -nom• I I I I I I I Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -96 #3 • -64.6 SW #200 - 1.30 #230 2 2.13 1.93 -2.56 12.5 0.94 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,017,679 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,814 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -96 #4 -66.1 SP #200 - 1.49 #230 1 2.21 2.04 -1.54 6.88 0.82 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,017,679 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,814 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 70 30 m PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 CID Hydrometer 60 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 _ 4 4— . 0 C T m 90 10 80 50 20 70 30 m a, CID 80 60 40 � CD C T m 50 50 2 100 to 5 10 5 o 0.01 5 0.001 N r, Millimeters 40 60 o Gravel Sand `m IL 30 70 20 I 80 �% 10 90 0 -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -96A #1 • -7 SP #200 0.5 #230 - 2.36 1 2.51 2.41 -1.66 10.57 0.68 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 10 -07 -14 m' Depths and elevations based on measured values Analyzed By: DA 0 CB &I Easting (X, ft): 3,017,674 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,820 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 r n - -w -- 90 80 Hydrometer 0 10 20 70 30 CID m rn CD 60 40 � C T m 50 50 to o 40 I 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 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m o Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -96A #2 • 75.0 SM 230 3.25 3.01 1.26 6.87 0.58 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 07 -10 -15 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,017,674 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,820 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 Standard Sieve Sizes 3/45/8 100 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 20 10 -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 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -97 #1 • -62.0 SW #200 - o.8s #230 5 1.53 1.26 -1.9 7.72 1.14 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,065 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,820 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 PHI Sieve Sizes -4.25 -4 Standard Sieve Sizes 3/45/8 100 1 90 80 70 m CID m 60 CD -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 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 N Millimeters r, o Gravel Sand Silt and Clay o= Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -97 #2 • -64.4 SW #200 - 0.54 5 0.36 0.29 -0.58 3.35 1.26 Project Name: OBX Cooperative Sand Search #230 Comments: (1.76'45') shell fragment removed prior to sieving (6.66g) Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,065 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,820 Q 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -97 #3 • -68.0 SP #200 - 1.13 #230 1 1.91 1.86 -1.08 8.06 0.61 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,065 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,820 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 � ► � � - -A� I I I I I 0 90 � 10 80 20 70 30 m rn CID 90 CD 60 40 � 0 T m 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, 50 50 2 to o o Gravel Sand 40 60 Silt and Clay Coarse IL 30 70 20 80 10 90 0 - 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -97A #1 • -72.7 SP #200 - 2.40 #230 1 2.37 2.38 -0.41 7.1 0.48 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,070 Coastal Planning & Engineering, Inc. Northing (Y, ft): 852,820 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Hydrometer 1 1.61 1.5 -1.11 6.06 0.73 Project Name: Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 13 25 35 45 60 80 120 170 200 230 m' Depths and elevations based on measured values 100 r , CB &I Easting (X, ft): Coastal Planning & Engineering, Inc. Northing (Y, ft): Q P 2481 NW Boca Raton Blvd. Q 90 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 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 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC- 14 -98 #1 • -58.6 SP #200 -0.57 #230 - 0.53 1 1.61 1.5 -1.11 6.06 0.73 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -24 -14 CG 3,017,465 851,326 NAD 1983 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 m 50 to cCD. 40 30 20 I, 10 0• Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -98 #2 • -61.1 SP #200 - 0.93 #230 0 2.08 2.04 -0.27 4.59 0.48 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,017,465 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,326 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 0 -- - - Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -98A #1 • -69.6 SW #200 #230 - 3.28 1.89 1.77 -2.19 12.38 0.92 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,017,474 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,338 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 n ♦— n- - - -A�� 0 90 10 80 20 70 30 CID m rn 60 40 � CD C T m 50 50 2 to o 40 60 `m 1 IL 30 F \ 70 20 80 10 90 h 0 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine o= m o Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC- 14 -98A #2 • 73.5 SM 230 - 13.8 3.12 2.88 1.72 11.23 0.69 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 07 -10 -15 m' Depths and elevations based on measured values Analyzed By: TM 0 CB &I Easting (X, ft): 3,017,474 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,338 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ 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 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -99 #1 • -56.4 SP #200 - 0.71 #230 1 1.71 1.6 -1.17 5.7 0.73 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: CG 0 CB &I Easting (X, ft): 3,019,562 Coastal Planning & Engineering, Inc. Northing (Y, ft): 850,579 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 oSample Symbol Elev. (ft) USCS % Fines % Organics Hydrometer Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Comments: 100 r Analysis Date: m' Depths and elevations based on measured values Analyzed By: 90 CB &I Easting (X, ft): 80 Northing (Y, ft): Q P 2481 NW Boca Raton Blvd. 70 Q Boca Raton, FL 33431 m > ph (561) 391 8102 CID Vertical System: m 60 CD 50 to cCD. 40 30 20 10 I 0 -. -• 100 5 10 5 1 5 0.1 5 0.01 5 N Millimeters r, o Gravel Sand Silt and Clay J Coarse Fine Coarse Medium Fine o= m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort DCVC -14 -99 #2 • -61.0 SP #200 - o.7s #230 0 1.85 1.83 -0.45 4.26 0.53 Project Name: Comments: 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 P 2481 NW Boca Raton Blvd. Q Boca Raton, FL 33431 Horizontal System: > ph (561) 391 8102 UJ U) Vertical System: 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N d 70 80 90 100 0.001 Sample Information OBX Cooperative Sand Search 09 -24 -14 JW 3,019,562 850,579 NAD 1983 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 10 I 0�► 1 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -99 #3 • -64.5 SP #200 - 1.26 #230 0 1.85 1.83 -0.39 5.55 0.49 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,019,562 Coastal Planning & Engineering, Inc. Northing (Y, ft): 850,579 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 80 90 0 -- -- -. -• 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -100 #1 • -61.1 SP #200 #230 - 0.84 2.06 1.94 -3.97 28.09 0.76 Project Name: OBX Cooperative Sand Search Comments: Analysis Date: 09 -23 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,020,429 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,301 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 20 80 10 90 0 — -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N Millimeters r, o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -100 #2 • -66.1 SP #200 #230 2 2.15 2.05 -2.18 13.57 0.62 Project Name: OBX Cooperative Sand Search - 1.24 Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,020,429 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,301 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 ,-4-4 1 1 1 1 1 1 90 80 70 m CID m 60 CD 50 to cCD. 40 30 Hydrometer 0 10 20 30 rn 40 m a� 50 CU 0 U 60 (D U N IL 70 20 80 10 90 0 — -- 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N Millimeters r, o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information DCVC -14 -100 #2 • -66.1 SP #200 #230 2 2.15 2.05 -2.18 13.57 0.62 Project Name: OBX Cooperative Sand Search - 1.24 Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,020,429 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,301 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 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 ♦ — 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 U N IL 70 80 90 100 100 5 10 5 1 5 0.1 5 0.01 5 0.001 N r, Millimeters o Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine m oSample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information 4 DCVC- 14 -100A #1 -68.4 SP #200 #230 - 1.35 2.14 2.04 -1.83 11.87 0.67 Project Name: OBX Cooperative Sand Search • Comments: Analysis Date: 09 -24 -14 m' Depths and elevations based on measured values Analyzed By: JW 0 CB &I Easting (X, ft): 3,020,405 Coastal Planning & Engineering, Inc. Northing (Y, ft): 851,294 Q P 2481 NW Boca Raton Blvd. Z Boca Raton, FL 33431 Horizontal System: NAD 1983 > ph (561) 391 8102 UJ U) Vertical System: NAVD 88