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HomeMy WebLinkAboutSedimentSample_SummaryTableandGraphs_030722Oak Island 2021/2022 Nourishment Project - Sediment Sample Results Beach Sample Gravel (%) Granular (%) Sand (%) Fines (%) Carbonate (%) Wet Munsell Dry Munsell Sta 609+00 (2/21/22) 2.75 8.88 88.28 0.09 25.51 10YR-5/1 10YR-6/1 Sta 605+00 (2/22/22) 3.35 8.74 87.88 0.03 23.25 10YR-5/1 10YR-6/1 Sta 595+00 (2/23/22) 1.87 6.16 91.91 0.06 23.04 10YR-4/1 10YR-6/1 Sta 589+00 (2/24/22) 1.73 5.99 92.19 0.09 17.98 10YR-5/1 10YR-6/1 Sta 582+00 (2/25/22) 3.93 8.09 87.73 0.25 23.27 10YR-5/1 10YR-6/1 Sta 574+00 (2/26/22) 1.46 3.77 94.62 0.15 15.93 10YR-5/1 10YR-7/1 Sta 611+00 (2/27/22) 2.41 7.67 89.62 0.30 19.05 10YR-5/1 10YR-7/1 Sta 615+00 (2/28/22) 1.63 5.99 92.16 0.22 15.17 10YR-5/1 10YR-7/1 Sta 620+00 (3/1/22) 1.75 6.45 91.61 0.19 20.16 10YR-5/1 10YR-7/1 Sta 623+00 (3/2/22) 2.95 5.19 91.38 0.48 11.75 10YR-5/1 10YR-7/1 Sta 625+00 (3/3/22) 5.52 3.95 90.31 0.22 10.65 10YR-5/1 10YR-7/1 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 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 C m m 60 0 T 7 50 W m 40 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 Z rn a) 40 T m N 50 (0 0 U 60 aa) 2 m a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2022-OKI-620-297 • 5.8 SW 1230-0.11 20.16 1.18 1 -0.61 2.93 1.33 Project Name: GLDD - OI Construction 2022 Comments: Analysis Date: 03-02-22 Depths and elevations based on measured values Analyzed By: BGP TI oasta I S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 h 910.821.1358 lax 910.821.1359 Easting (X, ft): Northing (Y, ft): Horizontal System: NAD 1983 Vertical System: NAVD 88 Granularmetric Report Depths and elevations based on measured values 1T I T"� oasta s E= R v t c E= s, t N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: GLDD - OI Construction 2022 Sample Name: 2022-OKI-620-297 Analysis Date: 03-02-22 Analyzed By: BGP Easting (ft): Northing (ft): Coordinate System: North Carolina State Plane Elevation (ft): 5.8 NAVD 88 USCS: SW Munsell: Wet - 1 OYR-5/1 Dry - 1 OYR-7/1 Comments: Dry Weight (g): 257.40 Wash Weight (g): 257.40 Pan Retained (g): 0.40 Sieve Loss (%): 0.04 Fines (%): #230 - 0.19 Organics (%): Carbonates (%): 20.16 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 3" -6.25 76.11 0.00 0.00 0.00 0.00 0.75" -4.25 19.03 0.00 0.00 0.00 0.00 0.375" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 4.50 1.75 4.50 1.75 5 -2.00 4.00 2.20 0.85 6.70 2.60 7 -1.50 2.83 5.60 2.18 12.30 4.78 10 -1.00 2.00 8.80 3.42 21.10 8.20 14 -0.50 1.41 15.90 6.18 37.00 14.37 18 0.00 1.00 18.40 7.15 55.40 21.52 25 0.50 0.71 29.10 11.31 84.50 32.83 35 1.00 0.50 31.10 12.08 115.60 44.91 45 1.50 0.35 36.20 14.06 151.80 58.97 60 2.00 0.25 37.00 14.37 188.80 73.35 70 2.25 0.21 18.60 7.23 207.40 80.57 80 2.50 0.18 17.90 6.95 225.30 87.53 100 2.75 0.15 18.50 7.19 243.80 94.72 120 3.00 0.13 6.80 2.64 250.60 97.36 170 3.50 0.09 5.80 2.25 256.40 99.61 200 3.74 0.07 0.30 0.12 256.70 99.73 230 4.00 0.06 0.20 0.08 256.90 99.81 D5 (mm) D16 (mm) D25 (mm) D50 (mm) D75 (mm) D84 (mm) D95 (mm) 0.15 0.19 0.24 0.44 0.90 1.31 2.77 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 1 0.50 1.33 -0.61 2.93 t n PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 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 C m m 60 0 T 7 50 W m 40 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 Z rn a) 40 T m N 50 m 0 U 60 aa) 2 m a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2022-OKI-623-300 • 6.7 SW 1230-0.411 11.75 1.45 1.14 -1.02 3.89 1.4 Project Name: GLDD - OI Construction 2022 Comments: Analysis Date: 03-03-22 Depths and elevations based on measured values Analyzed By: SEF TI oasta I S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 h 910.821.1358 lax 910.821.1359 Easting (X, ft): Northing (Y, ft): Horizontal System: NAD 1983 Vertical System: NAVD 88 Granularmetric Report Depths and elevations based on measured values 1T I T"� oasta s E= R v t c E= s, t N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: GLDD - OI Construction 2022 Sample Name: 2022-OKI-623-300 Analysis Date: 03-03-22 Analyzed By: SEF Easting (ft): Northing (ft): Coordinate System: North Carolina State Plane Elevation (ft): 6.7 NAVD 88 USCS: SW Munsell: Wet - 1 OYR-5/1 Dry - 1 OYR-7/1 Comments: Dry Weight (g): 210.10 Wash Weight (g): 210.10 Pan Retained (g): 0.20 Sieve Loss (%): 0.38 Fines (%): #230 - 0.48 Organics (%): Carbonates (%): 11.75 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 3" -6.25 76.11 0.00 0.00 0.00 0.00 0.75" -4.25 19.03 0.00 0.00 0.00 0.00 0.375" -3.25 9.51 1.60 0.76 1.60 0.76 4 -2.25 4.76 4.60 2.19 6.20 2.95 5 -2.00 4.00 1.70 0.81 7.90 3.76 7 -1.50 2.83 3.60 1.71 11.50 5.47 10 -1.00 2.00 5.60 2.67 17.10 8.14 14 -0.50 1.41 9.50 4.52 26.60 12.66 18 0.00 1.00 11.90 5.66 38.50 18.32 25 0.50 0.71 19.80 9.42 58.30 27.75 35 1.00 0.50 20.70 9.85 79.00 37.60 45 1.50 0.35 28.90 13.76 107.90 51.36 60 2.00 0.25 33.40 15.90 141.30 67.25 70 2.25 0.21 19.30 9.19 160.60 76.44 80 2.50 0.18 17.40 8.28 178.00 84.72 100 2.75 0.15 19.30 9.19 197.30 93.91 120 3.00 0.13 6.70 3.19 204.00 97.10 170 3.50 0.09 4.70 2.24 208.70 99.33 200 3.74 0.07 0.20 0.10 208.90 99.43 230 4.00 0.06 0.20 0.10 209.10 99.52 D5 (mm) D16 (mm) D25 (mm) D50 (mm) D75 (mm) D84 (mm) D95 (mm) 0.14 0.18 0.22 0.37 0.78 1.15 3.12 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 1.14 0.45 1.4 -1.02 3.89 a L 3 3 INS u f� PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 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 C m m 60 0 T 7 50 W m 40 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 Z rn a) 40 T m N 50 (0 0 U 60 aa) 2 m a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2022-OKI-625-304 • 5.7 SW 1230-0.22 10.65 2.11 1.5 -1.54 4.87 1.67 Project Name: GLDD - OI Construction 2022 Comments: Analysis Date: 03-04-22 Depths and elevations based on measured values Analyzed By: BGP TI oasta I S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 h 910.821.1358 lax 910.821.1359 Easting (X, ft): Northing (Y, ft): Horizontal System: NAD 1983 Vertical System: NAVD 88 Granularmetric Report Depths and elevations based on measured values 1T I T"� oasta s E= R v t c E= s, t N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: GLDD - OI Construction 2022 Sample Name: 2022-OKI-625-304 Analysis Date: 03-04-22 Analyzed By: BGP Easting (ft): Northing (ft): Coordinate System: North Carolina State Plane Elevation (ft): 5.7 NAVD 88 USCS: SW Munsell: Wet - 1 OYR-5/1 Dry - 1 OYR-7/1 Comments: Dry Weight (g): 230.10 Wash Weight (g): 230.10 Pan Retained (g): 0.40 Sieve Loss (%): 0.04 Fines (%): #230 - 0.22 Organics (%): Carbonates (%): 10.65 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 3" -6.25 76.11 0.00 0.00 0.00 0.00 0.75" -4.25 19.03 0.00 0.00 0.00 0.00 0.375" -3.25 9.51 6.90 3.00 6.90 3.00 4 -2.25 4.76 5.80 2.52 12.70 5.52 5 -2.00 4.00 1.80 0.78 14.50 6.30 7 -1.50 2.83 2.90 1.26 17.40 7.56 10 -1.00 2.00 4.40 1.91 21.80 9.47 14 -0.50 1.41 6.40 2.78 28.20 12.26 18 0.00 1.00 7.70 3.35 35.90 15.60 25 0.50 0.71 12.00 5.22 47.90 20.82 35 1.00 0.50 12.60 5.48 60.50 26.29 45 1.50 0.35 16.90 7.34 77.40 33.64 60 2.00 0.25 28.40 12.34 105.80 45.98 70 2.25 0.21 20.20 8.78 126.00 54.76 80 2.50 0.18 25.90 11.26 151.90 66.01 100 2.75 0.15 41.40 17.99 193.30 84.01 120 3.00 0.13 19.30 8.39 212.60 92.39 170 3.50 0.09 15.70 6.82 228.30 99.22 200 3.74 0.07 0.90 0.39 229.20 99.61 230 4.00 0.06 0.40 0.17 229.60 99.78 D5 (mm) D16 (mm) D25 (mm) D50 (mm) D75 (mm) D84 (mm) D95 (mm) 0.11 0.15 0.16 0.23 0.54 0.97 5.50 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 1.5 0.35 1.67 -1.54 4.87 F