Surf City_Banks Channel Permit Application

Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Granularmetric Tables/2018 Individual Sample Granularmetric Tables.pdf
3" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 4.30 1.92 4.30 1.92 4 -2.25 4.76 6.90 3.08 11.20 5.00 5 -2.00 4.00 1.70 0.76 12.90 5.76 7 -1.50
2.83 2.70 1.21 15.60 6.97 10 -1.00 2.00 3.30 1.47 18.90 8.44 14 -0.50 1.41 4.00 1.79 22.90 10.23 18 0.00 1.00 4.20 1.88 27.10 12.10 25 0.50 0.71 7.00 3.13 34.10 15.23 35 1.00 0.50 8.40
3.75 42.50 18.98 45 1.50 0.35 24.00 10.72 66.50 29.70 60 2.00 0.25 52.80 23.58 119.30 53.28 70 2.25 0.21 35.70 15.94 155.00 69.23 80 2.50 0.18 33.50 14.96 188.50 84.19 100 2.75 0.15
26.60 11.88 215.10 96.07 120 3.00 0.13 5.60 2.50 220.70 98.57 170 3.50 0.09 2.20 0.98 222.90 99.55 200 3.75 0.07 0.00 0.00 222.90 99.55 230 4.00 0.06 0.00 0.00 222.90 99.55 Sorting
1.44 Skewness -2.01 Kurtosis 6.66 -9.9 MLW Sieve Number Wet - 2.5Y-6/1 Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained
C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,421,003 235,099 North Carolina State Plane
Granularmetric Report Northing (ft): Munsell: 0.40 Mean Phi 1.47 Phi 5 2.73 Phi 16 2.50 Phi 25 2.35 Phi 50 1.93 Phi 75 1.28 Phi 84 0.60 223.90 Phi 95 -2.25 Mean mm 0.36 Moment Statistics
Fines (%): 223.90 0.10 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-01 #1 Analysis Date: 04-10-18 Analyzed By: DLM Shells (%): Depths and elevations based
on measured values Easting (ft): #200 - 0.45 #230 - 0.45 Organics (%): Carbonates (%): 21.40 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services,
Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00
0.00 4 -2.25 4.76 0.30 0.11 0.30 0.11 5 -2.00 4.00 0.00 0.00 0.30 0.11 7 -1.50 2.83 0.20 0.08 0.50 0.19 10 -1.00 2.00 0.30 0.11 0.80 0.30 14 -0.50 1.41 0.90 0.34 1.70 0.65 18 0.00 1.00
1.90 0.72 3.60 1.37 25 0.50 0.71 4.70 1.79 8.30 3.16 35 1.00 0.50 11.00 4.19 19.30 7.36 45 1.50 0.35 30.90 11.78 50.20 19.13 60 2.00 0.25 73.40 27.97 123.60 47.10 70 2.25 0.21 50.70
19.32 174.30 66.43 80 2.50 0.18 52.10 19.86 226.40 86.28 100 2.75 0.15 28.30 10.79 254.70 97.07 120 3.00 0.13 4.60 1.75 259.30 98.82 170 3.50 0.09 1.70 0.65 261.00 99.47 200 3.75 0.07
0.10 0.04 261.10 99.50 230 4.00 0.06 0.00 0.00 261.10 99.50 Sorting 0.64 Skewness -1.6 Kurtosis 8.69 -12.6 MLW Sieve Number Wet - 2.5Y-6/1 Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size
(Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss
(%): Coordinate System: 2,421,003 235,099 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.50 Mean Phi 1.91 Phi 5 2.70 Phi 16 2.47 Phi 25 2.36 Phi 50 2.04
Phi 75 1.60 Phi 84 1.37 262.40 Phi 95 0.72 Mean mm 0.27 Moment Statistics Fines (%): 262.40 0.00 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-01 #2 Analysis
Date: 04-10-18 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.50 #230 - 0.50 Organics (%): Carbonates (%): 9.10 GRANULARMETRIC
REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00
0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 7.90 3.25 7.90 3.25 4 -2.25 4.76 4.80 1.97 12.70 5.22 5 -2.00 4.00 1.20 0.49 13.90 5.72 7 -1.50 2.83 2.50 1.03 16.40 6.75
10 -1.00 2.00 4.00 1.65 20.40 8.39 14 -0.50 1.41 6.80 2.80 27.20 11.19 18 0.00 1.00 7.20 2.96 34.40 14.15 25 0.50 0.71 10.30 4.24 44.70 18.39 35 1.00 0.50 14.90 6.13 59.60 24.52 45
1.50 0.35 34.70 14.27 94.30 38.79 60 2.00 0.25 62.20 25.59 156.50 64.38 70 2.25 0.21 34.80 14.32 191.30 78.69 80 2.50 0.18 25.70 10.57 217.00 89.26 100 2.75 0.15 20.00 8.23 237.00 97.49
120 3.00 0.13 3.70 1.52 240.70 99.01 170 3.50 0.09 1.60 0.66 242.30 99.67 200 3.75 0.07 0.10 0.04 242.40 99.71 230 4.00 0.06 0.10 0.04 242.50 99.75 Sorting 1.47 Skewness -1.88 Kurtosis
6.35 -14.7 MLW Sieve Number Wet - 2.5Y-5/1 Dry - 2.5Y-6/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,421,003 235,099 North Carolina State Plane Granularmetric Report Northing
(ft): Munsell: 0.25 Mean Phi 1.27 Phi 5 2.67 Phi 16 2.38 Phi 25 2.19 Phi 50 1.72 Phi 75 1.02 Phi 84 0.22 243.10 Phi 95 -2.36 Mean mm 0.41 Moment Statistics Fines (%): 243.10 0.00 Project
Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-01 #3 Analysis Date: 04-10-18 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft):
#200 - 0.29 #230 - 0.25 Organics (%): Carbonates (%): 20.10 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 5.20 2.34 5.20 2.34 4 -2.25 4.76 6.00 2.70 11.20 5.05
5 -2.00 4.00 2.70 1.22 13.90 6.26 7 -1.50 2.83 5.40 2.43 19.30 8.70 10 -1.00 2.00 7.20 3.24 26.50 11.94 14 -0.50 1.41 9.60 4.33 36.10 16.27 18 0.00 1.00 10.40 4.69 46.50 20.96 25 0.50
0.71 14.20 6.40 60.70 27.35 35 1.00 0.50 20.10 9.06 80.80 36.41 45 1.50 0.35 33.50 15.10 114.30 51.51 60 2.00 0.25 48.80 21.99 163.10 73.50 70 2.25 0.21 21.20 9.55 184.30 83.06 80 2.50
0.18 21.50 9.69 205.80 92.74 100 2.75 0.15 12.40 5.59 218.20 98.33 120 3.00 0.13 2.00 0.90 220.20 99.23 170 3.50 0.09 0.70 0.32 220.90 99.55 200 3.75 0.07 0.00 0.00 220.90 99.55 230
4.00 0.06 0.00 0.00 220.90 99.55 Sorting 1.5 Skewness -1.32 Kurtosis 4.24 -10.6 MLW Sieve Number Wet - 2.5Y-5/1 Dry - 2.5Y-6/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained
% Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,421,681
235,764 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.41 Mean Phi 0.96 Phi 5 2.60 Phi 16 2.27 Phi 25 2.04 Phi 50 1.45 Phi 75 0.32 Phi 84 -0.53 221.90 Phi
95 -2.27 Mean mm 0.51 Moment Statistics Fines (%): 221.90 0.10 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-02 #1 Analysis Date: 04-10-18 Analyzed By: Shells
(%): Depths and elevations based on measured values Easting (ft): #200 - 0.45 #230 - 0.45 Organics (%): Carbonates (%): 33.50 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP
ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00
0.00 0.00 3/8" -3.25 9.51 1.70 0.70 1.70 0.70 4 -2.25 4.76 3.50 1.44 5.20 2.14 5 -2.00 4.00 1.20 0.49 6.40 2.64 7 -1.50 2.83 2.00 0.82 8.40 3.46 10 -1.00 2.00 3.40 1.40 11.80 4.86 14
-0.50 1.41 5.70 2.35 17.50 7.21 18 0.00 1.00 6.90 2.84 24.40 10.06 25 0.50 0.71 12.10 4.99 36.50 15.05 35 1.00 0.50 18.80 7.75 55.30 22.79 45 1.50 0.35 47.70 19.66 103.00 42.46 60 2.00
0.25 67.10 27.66 170.10 70.12 70 2.25 0.21 25.40 10.47 195.50 80.59 80 2.50 0.18 21.90 9.03 217.40 89.61 100 2.75 0.15 18.70 7.71 236.10 97.32 120 3.00 0.13 4.00 1.65 240.10 98.97 170
3.50 0.09 2.10 0.87 242.20 99.84 200 3.75 0.07 0.10 0.04 242.30 99.88 230 4.00 0.06 0.00 0.00 242.30 99.88 Sorting 1.15 Skewness -1.8 Kurtosis 7.19 -13.8 MLW Sieve Number Wet - 2.5Y-5/1
Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,421,681 235,764 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.12 Mean Phi 1.39 Phi
5 2.67 Phi 16 2.34 Phi 25 2.12 Phi 50 1.64 Phi 75 1.06 Phi 84 0.56 242.60 Phi 95 -0.97 Mean mm 0.38 Moment Statistics Fines (%): 242.60 0.00 Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-02 #2 Analysis Date: 04-10-18 Analyzed By: Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.12 #230 - 0.12 Organics (%): Carbonates
(%): 18.50 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
3" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.30 0.12 0.30 0.12 5 -2.00 4.00 0.20 0.08 0.50 0.20 7 -1.50
2.83 0.80 0.33 1.30 0.53 10 -1.00 2.00 1.20 0.49 2.50 1.02 14 -0.50 1.41 2.70 1.10 5.20 2.11 18 0.00 1.00 4.40 1.79 9.60 3.90 25 0.50 0.71 6.60 2.68 16.20 6.59 35 1.00 0.50 14.50 5.89
30.70 12.48 45 1.50 0.35 27.50 11.18 58.20 23.66 60 2.00 0.25 43.30 17.60 101.50 41.26 70 2.25 0.21 28.30 11.50 129.80 52.76 80 2.50 0.18 33.60 13.66 163.40 66.42 100 2.75 0.15 45.50
18.50 208.90 84.92 120 3.00 0.13 22.00 8.94 230.90 93.86 170 3.50 0.09 12.60 5.12 243.50 98.98 200 3.75 0.07 0.50 0.20 244.00 99.19 230 4.00 0.06 0.10 0.04 244.10 99.23 Sorting 0.9
Skewness -1.34 Kurtosis 5.58 -7.1 MLW Sieve Number Wet - 2.5Y-4/1 Dry - 2.5Y-6/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C.
% Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,422,294 236,364 North Carolina State Plane
Granularmetric Report Northing (ft): Munsell: 0.65 Mean Phi 1.97 Phi 5 3.11 Phi 16 2.74 Phi 25 2.62 Phi 50 2.19 Phi 75 1.54 Phi 84 1.16 246.00 Phi 95 0.20 Mean mm 0.26 Moment Statistics
Fines (%): 246.00 0.30 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-03 #1 Analysis Date: 04-10-18 Analyzed By: DLM Shells (%): Depths and elevations based
on measured values Easting (ft): #200 - 0.81 #230 - 0.77 Organics (%): Carbonates (%): 12.00 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services,
Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 12.10 4.82 12.10 4.82 3/8" -3.25 9.51 23.10 9.20
35.20 14.02 4 -2.25 4.76 13.80 5.50 49.00 19.51 5 -2.00 4.00 4.20 1.67 53.20 21.19 7 -1.50 2.83 9.50 3.78 62.70 24.97 10 -1.00 2.00 13.70 5.46 76.40 30.43 14 -0.50 1.41 15.20 6.05 91.60
36.48 18 0.00 1.00 13.50 5.38 105.10 41.86 25 0.50 0.71 16.20 6.45 121.30 48.31 35 1.00 0.50 17.00 6.77 138.30 55.08 45 1.50 0.35 27.90 11.11 166.20 66.19 60 2.00 0.25 37.30 14.85 203.50
81.04 70 2.25 0.21 18.30 7.29 221.80 88.33 80 2.50 0.18 13.30 5.30 235.10 93.63 100 2.75 0.15 10.60 4.22 245.70 97.85 120 3.00 0.13 2.40 0.96 248.10 98.81 170 3.50 0.09 1.50 0.60 249.60
99.40 200 3.75 0.07 0.10 0.04 249.70 99.44 230 4.00 0.06 0.10 0.04 249.80 99.48 Sorting 2.26 Skewness -0.75 Kurtosis 2.48 -9.6 MLW Sieve Number Wet - 2.5Y-5/1 Dry - 2.5Y-6/1SW Sieve
Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained
(g): Sieve Loss (%): Coordinate System: 2,422,294 236,364 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.48 Mean Phi -0.07 Phi 5 2.58 Phi 16 2.10 Phi 25
1.80 Phi 50 0.62 Phi 75 -1.50 Phi 84 -2.89 251.10 Phi 95 -4.23 Mean mm 1.05 Moment Statistics Fines (%): 251.10 0.10 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-03
#2 Analysis Date: 04-11-18 Analyzed By: SJF Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.56 #230 - 0.52 Organics (%): Carbonates (%): 46.00 GRANULARMETRIC
REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00
0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 8.10 3.53 8.10 3.53 5 -2.00 4.00 3.10 1.35 11.20 4.88 7 -1.50 2.83 4.70 2.05 15.90 6.93
10 -1.00 2.00 4.60 2.01 20.50 8.94 14 -0.50 1.41 5.10 2.22 25.60 11.16 18 0.00 1.00 4.80 2.09 30.40 13.25 25 0.50 0.71 7.70 3.36 38.10 16.61 35 1.00 0.50 13.30 5.80 51.40 22.41 45 1.50
0.35 34.40 15.00 85.80 37.40 60 2.00 0.25 59.80 26.07 145.60 63.47 70 2.25 0.21 35.10 15.30 180.70 78.77 80 2.50 0.18 28.80 12.55 209.50 91.33 100 2.75 0.15 15.20 6.63 224.70 97.95
120 3.00 0.13 2.70 1.18 227.40 99.13 170 3.50 0.09 1.00 0.44 228.40 99.56 200 3.75 0.07 0.10 0.04 228.50 99.61 230 4.00 0.06 0.00 0.00 228.50 99.61 Sorting 1.31 Skewness -1.69 Kurtosis
5.28 -11.1 MLW Sieve Number Wet - 2.5Y-5/1 Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,422,294 236,364 North Carolina State Plane Granularmetric Report Northing
(ft): Munsell: 0.35 Mean Phi 1.34 Phi 5 2.64 Phi 16 2.35 Phi 25 2.19 Phi 50 1.74 Phi 75 1.09 Phi 84 0.41 229.40 Phi 95 -1.97 Mean mm 0.40 Moment Statistics Fines (%): 229.40 0.10 Project
Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-03 #3 Analysis Date: 04-11-18 Analyzed By: SJF Shells (%): Depths and elevations based on measured values Easting (ft):
#200 - 0.39 #230 - 0.39 Organics (%): Carbonates (%): 16.30 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 14.80 6.32 14.80 6.32 4 -2.25 4.76 12.80 5.47 27.60
11.79 5 -2.00 4.00 5.10 2.18 32.70 13.97 7 -1.50 2.83 7.60 3.25 40.30 17.22 10 -1.00 2.00 9.50 4.06 49.80 21.28 14 -0.50 1.41 12.80 5.47 62.60 26.75 18 0.00 1.00 13.70 5.85 76.30 32.61
25 0.50 0.71 21.60 9.23 97.90 41.84 35 1.00 0.50 32.80 14.02 130.70 55.85 45 1.50 0.35 55.20 23.59 185.90 79.44 60 2.00 0.25 28.50 12.18 214.40 91.62 70 2.25 0.21 7.60 3.25 222.00 94.87
80 2.50 0.18 5.50 2.35 227.50 97.22 100 2.75 0.15 4.80 2.05 232.30 99.27 120 3.00 0.13 1.00 0.43 233.30 99.70 170 3.50 0.09 0.40 0.17 233.70 99.87 200 3.75 0.07 0.10 0.04 233.80 99.91
230 4.00 0.06 0.10 0.04 233.90 99.96 Sorting 1.69 Skewness -0.96 Kurtosis 3.04 -13.3 MLW Sieve Number Wet - 2.5Y-4/2 Dry - 2.5Y-6/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams
Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System:
2,422,294 236,364 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.00 Mean Phi 0.24 Phi 5 2.26 Phi 16 1.69 Phi 25 1.41 Phi 50 0.79 Phi 75 -0.66 Phi 84 -1.69
234.00 Phi 95 -3.88 Mean mm 0.85 Moment Statistics Fines (%): 234.00 0.10 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-03 #4 Analysis Date: 04-11-18 Analyzed
By: SJF Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.09 #230 - 0.04 Organics (%): Carbonates (%): 41.00 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ
FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00
0.00 0.00 0.00 3/8" -3.25 9.51 13.50 5.85 13.50 5.85 4 -2.25 4.76 12.00 5.20 25.50 11.05 5 -2.00 4.00 2.60 1.13 28.10 12.18 7 -1.50 2.83 5.50 2.38 33.60 14.56 10 -1.00 2.00 6.50 2.82
40.10 17.37 14 -0.50 1.41 6.60 2.86 46.70 20.23 18 0.00 1.00 3.90 1.69 50.60 21.92 25 0.50 0.71 2.90 1.26 53.50 23.18 35 1.00 0.50 1.40 0.61 54.90 23.79 45 1.50 0.35 1.10 0.48 56.00
24.26 60 2.00 0.25 1.10 0.48 57.10 24.74 70 2.25 0.21 2.30 1.00 59.40 25.74 80 2.50 0.18 9.10 3.94 68.50 29.68 100 2.75 0.15 49.00 21.23 117.50 50.91 120 3.00 0.13 37.20 16.12 154.70
67.03 170 3.50 0.09 51.80 22.44 206.50 89.47 200 3.75 0.07 3.10 1.34 209.60 90.81 230 4.00 0.06 0.20 0.09 209.80 90.90 Sorting 2.28 Skewness -1.3 Kurtosis 3.12 -14.1 MLW Sieve Number
Wet - 2.5Y-3/1 Dry - 2.5Y-5/1SW-SM Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,422,294 236,364 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.00
Mean Phi 1.6 Phi 5 Phi 16 3.38 Phi 25 3.18 Phi 50 2.74 Phi 75 2.07 Phi 84 -1.24 209.80 Phi 95 -3.69 Mean mm 0.33 Moment Statistics Fines (%): 230.80 0.00 Project Name: Surf City Nourishment
2018-2019 Sample Name: 2018-VC-SC-03 #5 Analysis Date: 04-11-18 Analyzed By: SJF Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 9.19 #230 - 9.10
Organics (%): Carbonates (%): 32.00 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358
fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.10 0.05
0.10 0.05 7 -1.50 2.83 0.10 0.05 0.20 0.10 10 -1.00 2.00 0.30 0.15 0.50 0.24 14 -0.50 1.41 0.20 0.10 0.70 0.34 18 0.00 1.00 0.40 0.19 1.10 0.53 25 0.50 0.71 0.90 0.44 2.00 0.97 35 1.00
0.50 2.40 1.16 4.40 2.13 45 1.50 0.35 6.10 2.96 10.50 5.09 60 2.00 0.25 17.30 8.39 27.80 13.49 70 2.25 0.21 24.10 11.69 51.90 25.18 80 2.50 0.18 69.80 33.87 121.70 59.05 100 2.75 0.15
63.00 30.57 184.70 89.62 120 3.00 0.13 13.10 6.36 197.80 95.97 170 3.50 0.09 7.30 3.54 205.10 99.51 200 3.75 0.07 0.50 0.24 205.60 99.76 230 4.00 0.06 0.10 0.05 205.70 99.81 Sorting
0.51 Skewness -2.43 Kurtosis 15.65 -9.3 MLW Sieve Number Wet - 2.5Y-5/1 Dry - 2.5Y-6/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained
C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,423,041 236,908 North Carolina State Plane
Granularmetric Report Northing (ft): Munsell: 0.10 Mean Phi 2.36 Phi 5 2.96 Phi 16 2.70 Phi 25 2.63 Phi 50 2.43 Phi 75 2.25 Phi 84 2.05 206.10 Phi 95 1.48 Mean mm 0.19 Moment Statistics
Fines (%): 206.10 0.20 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-04 #1 Analysis Date: 04-11-18 Analyzed By: SJF Shells (%): Depths and elevations based
on measured values Easting (ft): #200 - 0.24 #230 - 0.19 Organics (%): Carbonates (%): 4.80 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services,
Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 9.70 4.55 9.70
4.55 4 -2.25 4.76 12.50 5.86 22.20 10.40 5 -2.00 4.00 5.50 2.58 27.70 12.98 7 -1.50 2.83 9.80 4.59 37.50 17.57 10 -1.00 2.00 11.20 5.25 48.70 22.82 14 -0.50 1.41 12.20 5.72 60.90 28.54
18 0.00 1.00 10.20 4.78 71.10 33.32 25 0.50 0.71 12.80 6.00 83.90 39.32 35 1.00 0.50 14.30 6.70 98.20 46.02 45 1.50 0.35 26.50 12.42 124.70 58.43 60 2.00 0.25 38.10 17.85 162.80 76.29
70 2.25 0.21 20.50 9.61 183.30 85.90 80 2.50 0.18 15.90 7.45 199.20 93.35 100 2.75 0.15 10.90 5.11 210.10 98.45 120 3.00 0.13 1.90 0.89 212.00 99.34 170 3.50 0.09 0.90 0.42 212.90 99.77
200 3.75 0.07 0.10 0.05 213.00 99.81 230 4.00 0.06 0.10 0.05 213.10 99.86 Sorting 1.82 Skewness -0.81 Kurtosis 2.56 -10.7 MLW Sieve Number Wet - 2.5Y-6/2 Dry - 2.5Y-6/2SW Sieve Size
(Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained
(g): Sieve Loss (%): Coordinate System: 2,423,041 236,908 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.09 Mean Phi 0.5 Phi 5 2.58 Phi 16 2.20 Phi 25 1.96
Phi 50 1.16 Phi 75 -0.81 Phi 84 -1.67 213.40 Phi 95 -3.17 Mean mm 0.71 Moment Statistics Fines (%): 213.40 0.10 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-04
#2 Analysis Date: 04-11-18 Analyzed By: SJF Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.19 #230 - 0.14 Organics (%): Carbonates (%): 42.70 GRANULARMETRIC
REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00
0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.20 0.10 0.20 0.10 5 -2.00 4.00 0.60 0.30 0.80 0.40 7 -1.50 2.83 0.90 0.45 1.70 0.85
10 -1.00 2.00 1.00 0.50 2.70 1.35 14 -0.50 1.41 1.40 0.70 4.10 2.05 18 0.00 1.00 1.50 0.75 5.60 2.80 25 0.50 0.71 3.00 1.50 8.60 4.30 35 1.00 0.50 6.00 3.00 14.60 7.30 45 1.50 0.35
16.80 8.40 31.40 15.70 60 2.00 0.25 37.70 18.85 69.10 34.55 70 2.25 0.21 32.00 16.00 101.10 50.55 80 2.50 0.18 47.90 23.95 149.00 74.50 100 2.75 0.15 36.10 18.05 185.10 92.55 120 3.00
0.13 9.80 4.90 194.90 97.45 170 3.50 0.09 4.80 2.40 199.70 99.85 200 3.75 0.07 0.20 0.10 199.90 99.95 230 4.00 0.06 0.00 0.00 199.90 99.95 Sorting 0.78 Skewness -2.2 Kurtosis 10.39
-13.8 MLW Sieve Number Wet - 2.5Y-5/1 Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,423,041 236,908 North Carolina State Plane Granularmetric Report Northing
(ft): Munsell: 0.00 Mean Phi 2.04 Phi 5 2.87 Phi 16 2.63 Phi 25 2.51 Phi 50 2.24 Phi 75 1.75 Phi 84 1.51 200.00 Phi 95 0.62 Mean mm 0.24 Moment Statistics Fines (%): 200.00 0.10 Project
Name: Surf City Nourishment 2018-2019 Sample Name: 2018-VC-SC-04 #3 Analysis Date: 04-11-18 Analyzed By: SJF Shells (%): Depths and elevations based on measured values Easting (ft):
#200 - 0.05 #230 - 0.05 Organics (%): Carbonates (%): 10.00 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Granularmetric Tables/2019 Individual Sample Granularmetric Tables.pdf
3" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.20 0.10 0.20 0.10 7 -1.50
2.83 0.00 0.00 0.20 0.10 10 -1.00 2.00 0.30 0.15 0.50 0.25 14 -0.50 1.41 1.10 0.54 1.60 0.79 18 0.00 1.00 1.80 0.89 3.40 1.68 25 0.50 0.71 3.70 1.83 7.10 3.51 35 1.00 0.50 7.50 3.70
14.60 7.21 45 1.50 0.35 16.50 8.15 31.10 15.36 60 2.00 0.25 36.40 17.98 67.50 33.33 70 2.25 0.21 29.70 14.67 97.20 48.00 80 2.50 0.18 43.10 21.28 140.30 69.28 100 2.75 0.15 39.30 19.41
179.60 88.69 120 3.00 0.13 15.50 7.65 195.10 96.35 170 3.50 0.09 5.50 2.72 200.60 99.06 200 3.75 0.07 0.50 0.25 201.10 99.31 230 4.00 0.06 0.30 0.15 201.40 99.46 Sorting 0.71 Skewness
-1.43 Kurtosis 6.48 -9.3 MLW Sieve Number Wet - 2.5Y-5/1 Dry - 2.5Y-6/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight
Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,422,779 236,720 North Carolina State Plane Granularmetric
Report Northing (ft): Munsell: 0.25 Mean Phi 2.1 Phi 5 2.96 Phi 16 2.69 Phi 25 2.57 Phi 50 2.27 Phi 75 1.77 Phi 84 1.52 202.50 Phi 95 0.70 Mean mm 0.23 Moment Statistics Fines (%):
202.50 0.60 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2019-VC-SC-01 #1 Analysis Date: 07-31-19 Analyzed By: PRD Shells (%): Depths and elevations based on measured
values Easting (ft): #200 - 0.69 #230 - 0.54 Organics (%): Carbonates (%): 8.68 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 7.80 3.62 7.80 3.62 3/8" -3.25 9.51 2.20 1.02 10.00 4.64 4 -2.25
4.76 5.40 2.50 15.40 7.14 5 -2.00 4.00 1.60 0.74 17.00 7.88 7 -1.50 2.83 3.70 1.72 20.70 9.60 10 -1.00 2.00 6.60 3.06 27.30 12.66 14 -0.50 1.41 9.50 4.40 36.80 17.06 18 0.00 1.00 12.30
5.70 49.10 22.76 25 0.50 0.71 18.30 8.48 67.40 31.25 35 1.00 0.50 25.60 11.87 93.00 43.12 45 1.50 0.35 33.10 15.35 126.10 58.46 60 2.00 0.25 37.30 17.29 163.40 75.75 70 2.25 0.21 17.00
7.88 180.40 83.63 80 2.50 0.18 16.00 7.42 196.40 91.05 100 2.75 0.15 13.50 6.26 209.90 97.31 120 3.00 0.13 3.50 1.62 213.40 98.93 170 3.50 0.09 1.50 0.70 214.90 99.63 200 3.75 0.07
0.00 0.00 214.90 99.63 230 4.00 0.06 0.00 0.00 214.90 99.63 Sorting 1.79 Skewness -1.66 Kurtosis 5.86 -13.2 MLW Sieve Number Wet - 2.5Y-6/1 Dry - 2.5Y-6/1SW Sieve Size (Phi) Sieve Size
(Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss
(%): Coordinate System: 2,422,779 236,720 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.37 Mean Phi 0.76 Phi 5 2.66 Phi 16 2.26 Phi 25 1.98 Phi 50 1.22
Phi 75 0.13 Phi 84 -0.62 215.70 Phi 95 -3.11 Mean mm 0.59 Moment Statistics Fines (%): 215.70 0.00 Project Name: Surf City Nourishment 2018-2019 Sample Name: 2019-VC-SC-01 #2 Analysis
Date: 07-31-19 Analyzed By: PRD Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.37 #230 - 0.37 Organics (%): Carbonates (%): 28.04 GRANULARMETRIC
REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00
0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.80 0.39 0.80 0.39 5 -2.00 4.00 0.20 0.10 1.00 0.49 7 -1.50 2.83 0.60 0.29 1.60 0.78
10 -1.00 2.00 0.50 0.24 2.10 1.03 14 -0.50 1.41 0.90 0.44 3.00 1.47 18 0.00 1.00 0.90 0.44 3.90 1.91 25 0.50 0.71 2.00 0.98 5.90 2.89 35 1.00 0.50 5.00 2.45 10.90 5.34 45 1.50 0.35
17.10 8.38 28.00 13.72 60 2.00 0.25 37.60 18.42 65.60 32.14 70 2.25 0.21 29.80 14.60 95.40 46.74 80 2.50 0.18 53.30 26.11 148.70 72.86 100 2.75 0.15 41.70 20.43 190.40 93.29 120 3.00
0.13 11.00 5.39 201.40 98.68 170 3.50 0.09 2.30 1.13 203.70 99.80 200 3.75 0.07 0.10 0.05 203.80 99.85 230 4.00 0.06 0.00 0.00 203.80 99.85 Sorting 0.73 Skewness -2.67 Kurtosis 14.78
-15.5 MLW Sieve Number Wet - 2.5Y-6/1 Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,422,779 236,720 North Carolina State Plane Granularmetric Report Northing
(ft): Munsell: 0.15 Mean Phi 2.09 Phi 5 2.83 Phi 16 2.64 Phi 25 2.53 Phi 50 2.28 Phi 75 1.81 Phi 84 1.56 204.10 Phi 95 0.93 Mean mm 0.23 Moment Statistics Fines (%): 204.10 0.00 Project
Name: Surf City Nourishment 2018-2019 Sample Name: 2019-VC-SC-01 #3 Analysis Date: 07-31-19 Analyzed By: PRD Shells (%): Depths and elevations based on measured values Easting (ft):
#200 - 0.15 #230 - 0.15 Organics (%): Carbonates (%): 11.93 GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Grain Size Distribution Curves/2018 Individual Sample Grain Size Distribution.pdf
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-01 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine
Percent Finer By Weight #200 - 0.45 #230 - 0.45 -2.01 6.66 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5

7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.93 Sample Sample Information Gravel Silt and Clay 1.47 1.44 Surf City Nourishment 2018-2019 04-10-18 DLM 2,421,003
235,099 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured
values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -9.9 Elev. (ft)Symbol 21.40 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services,
Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-01 #2 Comments: USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.50 #230 - 0.50 -1.6 8.69 Project Name: Analysis Date: Analyzed By: Easting
(X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.04 Sample Sample Information Gravel Silt
and Clay 1.91 0.64 Surf City Nourishment 2018-2019 04-10-18 DLM 2,421,003 235,099 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25
1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -12.6 Elev. (ft)Symbol 9.10 SIEVE ANALYSIS
BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90
100 0.00150.0150.1515105100 2018-VC-SC-01 #3 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200
- 0.29 #230 - 0.25 -1.88 6.35 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight
10 20 30 40 50 60 70 80 90 100 0 SW 1.72 Sample Sample Information Gravel Silt and Clay 1.27 1.47 Surf City Nourishment 2018-2019 04-10-18 DLM 2,421,003 235,099 NAD 1983 MLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -14.7 Elev. (ft)Symbol 20.10 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-02 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt
Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.45 #230 - 0.45 -1.32 4.24 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal
System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.45 Sample Sample Information Gravel Silt and Clay 0.96 1.5 Surf City Nourishment
2018-2019 04-10-18 2,421,681 235,764 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and
elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -10.6 Elev. (ft)Symbol 33.50 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT
8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-02
#2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.12 #230 - 0.12 -1.8 7.19 Project Name:
Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.64
Sample Sample Information Gravel Silt and Clay 1.39 1.15 Surf City Nourishment 2018-2019 04-10-18 2,421,681 235,764 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters
-1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -13.8 Elev.
(ft)Symbol 18.50 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-03 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine
Percent Finer By Weight #200 - 0.81 #230 - 0.77 -1.34 5.58 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5
7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 2.19 Sample Sample Information Gravel Silt and Clay 1.97 0.9 Surf City Nourishment 2018-2019 04-10-18 DLM 2,422,294 236,364
NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5
170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -7.1 Elev. (ft)Symbol 12.00 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-03 #2 Comments: USCS % Fines % Organics % Carbonates
Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.56 #230 - 0.52 -0.75 2.48 Project Name: Analysis Date: Analyzed By: Easting (X, ft):
Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 0.62 Sample Sample Information Gravel Silt and Clay
-0.07 2.26 Surf City Nourishment 2018-2019 04-11-18 SJF 2,422,294 236,364 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5
45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -9.6 Elev. (ft)Symbol 46.00 SIEVE ANALYSIS BANKS
CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105
100 2018-VC-SC-03 #3 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.39 #230 - 0.39 -1.69
5.28 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80
90 100 0 SW 1.74 Sample Sample Information Gravel Silt and Clay 1.34 1.31 Surf City Nourishment 2018-2019 04-11-18 SJF 2,422,294 236,364 NAD 1983 MLW PHI Sieve Sizes Standard Sieve
Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8
2 60 -4.25 3/4 -11.1 Elev. (ft)Symbol 16.30 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph
910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-03 #4 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand
Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.09 #230 - 0.04 -0.96 3.04 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System:
Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 0.79 Sample Sample Information Gravel Silt and Clay 0.24 1.69 Surf City Nourishment 2018-2019
04-11-18 SJF 2,422,294 236,364 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -13.3 Elev. (ft)Symbol 41.00 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19
TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-03 #5 Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 9.19 #230 - 9.10 -1.3 3.12 Project Name: Analysis
Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW-SM 2.74 Sample
Sample Information Gravel Silt and Clay 1.6 2.28 Surf City Nourishment 2018-2019 04-11-18 SJF 2,422,294 236,364 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters
-1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -14.1 Elev.
(ft)Symbol 32.00 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-04 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine
Percent Finer By Weight #200 - 0.24 #230 - 0.19 -2.43 15.65 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16
-1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.43 Sample Sample Information Gravel Silt and Clay 2.36 0.51 Surf City Nourishment 2018-2019 04-11-18 SJF 2,423,041
236,908 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured
values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -9.3 Elev. (ft)Symbol 4.80 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services,
Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2018-VC-SC-04 #2 Comments: USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.19 #230 - 0.14 -0.81 2.56 Project Name: Analysis Date: Analyzed By: Easting
(X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.16 Sample Sample Information Gravel Silt
and Clay 0.5 1.82 Surf City Nourishment 2018-2019 04-11-18 SJF 2,423,041 236,908 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1
35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -10.7 Elev. (ft)Symbol 42.70 SIEVE ANALYSIS
BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90
100 0.00150.0150.1515105100 2018-VC-SC-04 #3 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200
- 0.05 #230 - 0.05 -2.2 10.39 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight
10 20 30 40 50 60 70 80 90 100 0 SP 2.24 Sample Sample Information Gravel Silt and Clay 2.04 0.78 Surf City Nourishment 2018-2019 04-11-18 SJF 2,423,041 236,908 NAD 1983 MLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -13.8 Elev. (ft)Symbol 10.00 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Core Logs/Individual Year Banks Channel Core Logs/2017 Banks Channel Core Logs.pdf
1 2 -9.5 -21.5 5.0 17.0 Sample #1, Depth = 2.2' Mean (mm): 0.23, Phi Sorting: 0.90 Fines (230): 0.40% (SW) Sample #2, Depth = 8.6' Mean (mm): 0.86, Phi Sorting: 1.32 Fines (230): 0.82%
(SW) Single layer, Sand - fine grained, well sorted quartz sand with moderate fine shell hash from 0.0' to 1.6' then little to no shell hash. Sparse small shell fragments (<0.1').,
light gray (2.5Y-7/1), (SP). Single layer, Sand - fine grained, poorly sorted quartz sand with moderate fine to medium grained shell hash and shell fragments (<0.15'). Increase in shell
hash and shell fragments from 7.3' to 7.7', 11.3' to 11.7', and 12.4' to 13.7'. Small silt layer at 15.6'., light gray (2.5Y-7/2), (SW). End of Boring NAD 1983North Carolina State Plane
17 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-13-17 13:57 -4.5 Ft. -4.5 06-13-17 0.0 6.
THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 18.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-28 Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,407,955 Y = 222,705 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In.
BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-28 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION
OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -11.4 -13.5 -25.1 2.6 4.7 16.3 Sample #1,
Depth = 0.8' Mean (mm): 0.23, Phi Sorting: 0.83 Fines (230): 0.42% (SP) Sample #2, Depth = 3.2' Mean (mm): 0.96, Phi Sorting: 1.23 Fines (230): 0.22% (SW) Single layer, Sand - fine
grained, well sorted clean quartz sand with sparse to no fine shell hash. Sparse whole shells (<0.1') located at very top of core., light gray (2.5Y-7/2), (SP). Single layer, Shelly
sand - fine to medium grained, poorly sorted quartz sand with abundant fine to medium shell hash and shell fragments (<0.15'). Organic rich silty fine sand layer from 3.3' to 3.5'.
Noticible change in sediment color at 3.7'., light gray (2.5Y-7/2), (SW). Alternating layers, Silty sand - very fine grained clay, silt and sand with oyster shells at top of layer.
Layers of fine grained well sorted quartz sand at 6.1' to 7.7', 11.4' to 12.2', and 15.3' to 16.3'. Not a beach compatible layer, no samples taken., dark gray (5Y-4/1), (SM-SC). End
of Boring NAD 1983North Carolina State Plane 16.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-09-17
12:46 -8.8 Ft. -8.8 06-09-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 18.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11.
MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-29
Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,408,542 Y = 223,363 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan
Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2.
BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-29 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED
FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 -16.0
-17.4 4.9 6.3 Sample #1, Depth = 2.3' Mean (mm): 0.37, Phi Sorting: 0.85 Fines (230): 0.20% (SP) Single layer, Sand - fine to medium grained, poorly sorted quartz sand with moderate
shell hash and shell fragments (<0.1'). Shell hash content increases from 1.1' to 1.6' and 3.2' to 3.7'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained,
poorly sorted quartz sand with layers of dark gray silty sand. Little to no shell hash or shell fragments., gray (5Y-5/1), (SW-SM). End of Boring NAD 1983North Carolina State Plane
6.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 10:02 -11.1 Ft. -11.1 06-11-17 0.0 6.
THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 7.5 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-30 Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,409,180 Y = 223,993 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In.
BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-30 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION
OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 -12.0 -16.2 4.7 8.9 Sample #1, Depth = 2.8'
Mean (mm): 0.70, Phi Sorting: 1.56 Fines (230): 0.42% (SW) Single layer, Shelly sand - fine to medium grained, poorly sorted quartz sand with moderate to abundant shell hash and sparse
shell fragments (<0.1'). Sediment is the same silty sand from 4.3' to 4.7', but there is a noticicable color change to 2.5Y 6/1., light gray (2.5Y-7/2), (SW). Single layer, Silty sand
- very fine grained poorly sorted silt with sand and sparse shells. Predominatly very fine grained quartz sand from 7.2' to 8.4'., dark olive gray (5Y-3/2), (SM). End of Boring NAD
1983North Carolina State Plane 8.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 10:45
-7.3 Ft. -7.3 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S
DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-31 Topsail
Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,409,570 Y = 224,723 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw
9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING
DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-31 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR
THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -13.2
-17.0 5.7 9.5 Sample #1, Depth = 1.3' Mean (mm): 0.27, Phi Sorting: 0.88 Fines (230): 0.38% (SW) Sample #2, Depth = 6.5' Mean (mm): 0.51, Phi Sorting: 1.11 Fines (230): 0.34% (SW) Single
layer, Sand - fine to medium grained, well sorted quartz sand with sparse to moderate fine shell hash and sparse shell fragments (<0.1'). Most shell hash and shell fragments are isolated
to bottom of layer (4.8' to 5.4')., light gray (2.5Y-7/2), (SP). Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash and small
shell fragments (<0.1')., light gray (2.5Y-7/1), (SW). End of Boring NAD 1983North Carolina State Plane 9.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL
RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 11:17 -7.5 Ft. -7.5 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING
11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION
GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-32 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,410,333 Y = 225,075
CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5.
DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation
2017-VC-TB-32 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft)
FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -12.1 -16.8 -18.9 4.9 9.6 11.7 Sample #1, Depth = 2.3' Mean (mm): 0.69, Phi Sorting: 1.53 Fines (230): 0.44% (SW)
Sample #2, Depth = 5.7' Mean (mm): 0.24, Phi Sorting: 0.62 Fines (230): 0.24% (SP) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium shell hash,
shell fragments and whole shells (<0.1'). 0.0' to 0.9' has little to no shell material. Laminae of larger shells (<0.2') at 1.7' to 2.0' and 4.0' to 4.3'., light gray (2.5Y-7/2), (SW).
Single layer, Sand - fine to medium grained, well sorted quartz sand with sparse fine shell hash. Little to no shell fragments or whole shells., light gray (2.5Y-7/1), (SP). Single
layer, Silty sand - very fine grained, well sorted silt and sand. Sparse small shell fragments. Not beach compatible, no sample taken., very dark gray (5Y-3/1), (SM-SC). End of Boring
NAD 1983North Carolina State Plane 11.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 11:44
-7.2 Ft. -7.2 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 14.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S
DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-33 Topsail
Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,411,001 Y = 225,699 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw
9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING
DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-33 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR
THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -16.6
-18.9 -21.0 6.1 8.4 10.5 Sample #1, Depth = 0.6' Mean (mm): 1.36, Phi Sorting: 2.19 Fines (230): 0.49% (SW) Sample #2, Depth = 4.5' Mean (mm): 0.28, Phi Sorting: 0.76 Fines (230): 0.45%
(SP) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash and moderate shell fragements and whole shells (<0.2'). Small quartz
pepples scattered throughout layer. Area of reduced shell hash from 3.8' to 5.2'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained, well sorted silty sand
with sparse small shell fragments. Not beach compatible - no sample taken, very dark gray (5Y-3/1), (SM-SC). Single layer, Sand - fine grained, well sorted quartz sand with little
to no shell hash or shell fragments. Sparse clay/silt balls present in layer. Very consistant throughout. No sample taken due to overburden of incompatible material., light gray (2.5Y-7/1),
(SP). End of Boring NAD 1983North Carolina State Plane 10.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1.
PROJECT 06-11-17 12:13 -10.5 Ft. -10.5 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 12.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE
SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED
0.0 Ft. 2017-VC-TB-34 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,411,803 Y = 226,085 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL
Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-34 SHEET 1 OF 1 SHEETS SAJ FORM 1836
JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 1 2 -15.4 -20.2 -20.8 5.8 10.6 11.2 Sample #1, Depth = 2.0' Mean (mm): 0.39, Phi Sorting: 1.29 Fines (230): 0.62% (SW) Sample #2, Depth = 9.0' Mean (mm): 0.30, Phi Sorting:
0.67 Fines (230): 0.25% (SP) Single layer, Sand - fine to medium grained, poorly sorted quartz sand with sparse to moderate fine to medium grained shell hash and small shell fragments
(<0.1'). Moderate medium shell hash from 2.2' to 4.5', with less amounts of shell hash above and below this area., light gray (2.5Y-7/1), (SW). Single layer, Sand - fine grained, well
sorted quartz sand with sparse fine shell hash. Thin layer of increased shell fragments from 10.5' to 10.6'., light gray (2.5Y-7/1), (SP). Single layer, Silty sand - very fine grained
well sorted silt, clay and sand. Little to no shell fragments. Not beach compatible - no samples taken., very dark gray (5Y-3/1), (SM-SC). End of Boring NAD 1983North Carolina State
Plane 11.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 13:54 -9.6 Ft. -9.6 06-11-17 0.0
6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 13.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF
DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-35 Topsail Beach Nourishment
2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,137 Y = 226,951 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND

TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0
Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-35 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP
JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -9.3 -11.4 -16.4
2.3 4.4 9.4 Sample #1, Depth = 1.3' Mean (mm): 0.20, Phi Sorting: 0.41 Fines (230): 0.66% (SP) Sample #2, Depth = 3.4' Mean (mm): 0.83, Phi Sorting: 1.66 Fines (230): 0.45% (SW) Sample
#3, Depth = 5.9' Mean (mm): 0.53, Phi Sorting: 1.37 Fines (230): 0.55% (SW) Single layer, Sand - fine grained, well sorted clean quartz sand with little to no shell hash or shell fragments.,
light brownish gray (2.5Y-6/2), (SP). Single layer, Sand - medium grained, poorly sorted quartz sand with moderate medium shell hash and sparse whole shells and shell fragments (<0.2').,
light gray (2.5Y-7/2), (SW). Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash and sparse to moderate shell fragments and
whole shells (<0.2'). Very similar to above layer, but noticible change in color at 4.4'., gray (2.5Y-6/1), (SW). End of Boring NAD 1983North Carolina State Plane 9.4 Ft. STARTED DIVISION
INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 14:15 -7.0 Ft. -7.0 06-11-17 0.0 6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED
(UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-36 Topsail Beach Nourishment 2017-2018 Town of Topsail
Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,669 Y = 227,697 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH
(ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-36 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -16.0 -20.4 5.0 9.4 Sample #1, Depth = 1.5' Mean (mm):
0.30, Phi Sorting: 0.81 Fines (230): 0.33% (SP) Sample #2, Depth = 5.6' Mean (mm): 0.14, Phi Sorting: 0.44 Fines (230): 2.61% (SP) Single layer, Sand - fine to medium grained, well
sorted quartz sand with sparse fine grained shell hash and sparse shell fragments (<0.15')., light gray (2.5Y-7/1), (SP). Single layer, Silty sand - very fine to fine grained, poorly
sorted silty sand with layers of increased silt/clay and oyster shells (7.3' to 7.9'). Area of predominately fine grained quartz sand from 6.0' to 7.3'., dark gray (2.5Y-4/1), (SM-SC).
End of Boring NAD 1983North Carolina State Plane 8.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT
06-10-17 15:18 -11.0 Ft. -11.0 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.5 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft.
2017-VC-TB-37 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,950 Y = 228,266 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer
McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-37 SHEET 1 OF 1 SHEETS SAJ FORM 1836
JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 1 2 3 -14.1 -15.9 8.5 10.3 Sample #1, Depth = 2.0' Mean (mm): 0.22, Phi Sorting: 0.78 Fines (230): 0.49% (SP) Sample #2, Depth = 6.6' Mean (mm): 0.67, Phi Sorting: 1.19 Fines
(230): 0.39% (SW) Sample #3, Depth = 9.9' Mean (mm): 0.64, Phi Sorting: 1.62 Fines (230): 0.69% (SW) Alternating layers, Sand - fine to medium grained, poorly sorted quartz sand with
sparse fine shell hash and sparse small shell fragments. Layers of moderate medium grained shell hash and shell fragments (<0.2') at 2.4' to 2.6', 5.9' to 6.9' and 7.8' to 8.5'., light
gray (2.5Y-7/1), (SW). Single layer, Shelly sand - fine to medium grained poorly sorted quartz sand with moderate medium grained shell hash and shell fragments (<0.2'). Similar to the
shell hash layers above but much more grey in color., light brownish gray (2.5Y-6/2), (SW). End of Boring NAD 1983North Carolina State Plane 10.3 Ft. STARTED DIVISION INSTALLATION 16.
ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 13:03 -5.6 Ft. -5.6 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED
INTO ROCK 8. TOTAL DEPTH OF BORING 12.3 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE
AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-38 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER
MANUAL HAMMERX = 2,413,730 Y = 228,968 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER
CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20
25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-38 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations
based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -10.6 -15.9 -16.9 6.9 12.2 13.2 Sample #1, Depth = 2.3' Mean (mm): 0.19, Phi
Sorting: 0.43 Fines (230): 0.35% (SP) Sample #2, Depth = 8.7' Mean (mm): 0.89, Phi Sorting: 1.11 Fines (230): 0.47% (SW) Sample #3, Depth = 11.1' Mean (mm): 0.62, Phi Sorting: 1.36
Fines (230): 0.34% (SW) Single layer, Sand - fine grained, well sorted clean quartz sand with sparse to no shell hash, shell fragments or whole shells. Very consistent through entire
layer., light brownish gray (2.5Y-6/2), (SP). Single layer, Shelly sand - fine to medium grained, poorly sorted quartz sand with moderate medium grained shell hash, fragments and whole
shells (<0.3'). Noticible break in color at 9.9' to 2.5Y 6/2. Clay layer from 11.3' to 11.5'. Layer of shells at 12.1' to 12.2'., light gray (2.5Y-7/2), (SW). Single layer, Silty sand
- very fine grained silt and sand with sparse small shell fragments (<0.1'). Not beach compatible - no sample taken., very dark gray (2.5Y-3/1), (SM). End of Boring NAD 1983North Carolina
State Plane 13.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 12:01 -3.7 Ft. -3.7 06-10-17
0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 15.7 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION
OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-39 Topsail Beach Nourishment
2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,414,397 Y = 229,589 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND
TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0
Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-39 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP
JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -15.1 -16.6 6.5 8.0
Sample #1, Depth = 2.2' Mean (mm): 0.51, Phi Sorting: 1.68 Fines (230): 0.68% (SW) Sample #2, Depth = 6.8' Mean (mm): 0.23, Phi Sorting: 0.49 Fines (230): 0.44% (SP) Single layer, Shelly
sand - fine to medium grained, poorly sorted quartz sand with moderate medium shell hash, shell fragments and whole shells (<0.2'). Most shells and shell fragments are concentrated
0.2' and 2.6'. Hardened tube worm colony located at 0.3'., light gray (2.5Y-7/2), (SW). Single layer, Sand - fine grained, well sorted quartz sand with little to no shell hash or shell
fragments. Very clean and consistent throughout layer., light gray (2.5Y-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 8 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION
TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 11:13 -8.6 Ft. -8.6 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE
OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-40 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL
HAMMERX = 2,415,238 Y = 229,962 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE
BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND
% REC. REMARKS Boring Designation 2017-VC-TB-40 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based
on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -13.9 -17.1 -17.2 5.2 8.4 8.5 Sample #1, Depth = 1.6' Mean (mm): 0.30, Phi Sorting:
0.89 Fines (230): 0.65% (SW) Sample #2, Depth = 6.8' Mean (mm): 0.40, Phi Sorting: 0.82 Fines (230): 0.44% (SP) Single layer, Sand - fine grained, well sorted quartz sand with sparse
shell hash and shell fragments. Moderate fine to medium grained shell hash from 0.0' to 1.7'. Small amounts of silt mixes in from 4.9' to 5.2'., light gray (2.5Y-7/1), (SP). Single
layer, Sand - fine to medium grained, poorly sorted quartz sand with moderate fine to medium grained shell hash and small shell fragments and pebbles (<0.15'). Layer begins grey and
lightens up down core., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - fine grained sand with moderate amounts of silt and fine to medium grained shell hash., very dark grayish
brown (2.5Y-3/2), (SM). End of Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION
COORDINATES 1. PROJECT 06-10-17 10:47 -8.7 Ft. -8.7 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP
10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING
VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-41 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,415,903 Y = 230,594 CONTRACTOR FILE NO. COMPLETED
VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME
OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-41 SHEET 1 OF
1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ
FL DEP ROSS.GDT 9/2/17 1 2 -14.1 -16.5 5.9 8.3 Sample #1, Depth = 2.9' Mean (mm): 0.23, Phi Sorting: 0.73 Fines (230): 0.44% (SP) Sample #2, Depth = 6.4' Mean (mm): 0.77, Phi Sorting:
1.72 Fines (230): 0.48% (SW) Single layer, Sand - fine grained, moderately well sorted quartz sand with litle to no shell hash or fragments. Isolated area of shell fragments and whole
shells from 1.2' to 1.6' and sparse to moderate fine shell hash from 0.0' to 1.2'., light gray (2.5Y-7/2), (SP). Single layer, Sand - fine to medium grained, poorly sorted quartz sand
with moderate medium grained shell hash, shell fragments and whole shells (<0.2'). Most shells are between 5.9' and 7.2', then whole shells not present to bottom of core., light gray
(2.5Y-7/1), (SW). End of Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES
1. PROJECT 06-10-17 09:48 -8.2 Ft. -8.2 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE
SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED
0.0 Ft. 2017-VC-TB-42 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,416,709 Y = 230,948 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL
Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-42 SHEET 1 OF 1 SHEETS SAJ FORM 1836
JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 1 -16.0 8.2 Sample #1, Depth = 2.7' Mean (mm): 0.25, Phi Sorting: 0.57 Fines (230): 0.36% (SP) Single layer, Sand - fine grained, well sorted quartz sand with sparse to no shell
hash or shell fragments. Increased amounts of shell hash, shell fragments and whole shells from 0.0' to 1.3', but below that sediment is very consitently clean quartz sand., light gray
(2.5Y-7/2), (SP). End of Boring NAD 1983North Carolina State Plane 8.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES
1. PROJECT 06-10-17 09:22 -7.8 Ft. -7.8 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE
SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED
0.0 Ft. 2017-VC-TB-43 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,417,144 Y = 231,753 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL
Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-43 SHEET 1 OF 1 SHEETS SAJ FORM 1836
JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 1 2 -13.6 -19.0 -21.1 4.2 9.6 11.7 Sample #1, Depth = 2.0' Mean (mm): 0.27, Phi Sorting: 0.90 Fines (230): 0.74% (SW) Sample #2, Depth = 4.6' Mean (mm): 0.20, Phi Sorting: 1.49
Fines (230): 2.44% (SW) Single layer, Sand - fine to medium grained, moderately well sorted quartz sand with moderate fine shell hash and sparse small shell fragments (<0.1')., light
gray (2.5Y-7/1), (SP). Single layer, Silty sand - fine grained poorly sorted quartz sand with moderate to abundant silt and layers of oyster shells. Increased silt and oyster content
at 4.2' to 4.7', 6.2' to 7.8', and 8.7' to 9.4'., dark gray (5Y-4/1), (SM). Single layer, Sand - fine grained, well sorted quartz sand with little to no shell hash or shell fragements.
Consistantly clean quartz sand., light brownish gray (2.5Y-6/2), (SP). End of Boring NAD 1983North Carolina State Plane 11.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF
BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 08:59 -9.4 Ft. -9.4 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL
DEPTH OF BORING 13.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-44 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,417,805
Y = 232,407 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL
BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring
Designation 2017-VC-TB-44 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values
ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 -11.7 -13.7 -15.8 2.9 4.9 7.0 Sample #1, Depth = 0.9' Mean (mm): 0.88, Phi Sorting: 2.23 Fines (230): 0.69%
(SW) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate to abundant medium shell hash and shell fragments (<0.2')., gray (2.5Y-6/1), (SW). Single layer,
Silty sand - very fine grained, well sorted sand with abundant silt and clay. Sparse small oyster shell fragments. Not beach compatible - no sample taken., very dark gray (5Y-3/1),
(SM). Single layer, Sand - fine grained, moderately well sorted quartz sand with sparse to no shell hash or shell fragments. Pockets of silt scattered thoughout and become mostly silt
and clay with shell fragments from 6.7' to 7.0'., light gray (2.5Y-7/1), (SW). End of Boring NAD 1983North Carolina State Plane 7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP
OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 08:31 -8.8 Ft. -8.8 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8.
TOTAL DEPTH OF BORING 8.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF
INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-45 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX
= 2,418,250 Y = 233,161 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG.
FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC.
REMARKS Boring Designation 2017-VC-TB-45 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on
measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -14.2 -15.6 8.4 9.8 Sample #1, Depth = 1.2' Mean (mm): 0.22, Phi Sorting: 0.55 Fines
(230): 0.15% (SP) Sample #2, Depth = 4.4' Mean (mm): 0.50, Phi Sorting: 1.33 Fines (230): 0.20% (SW) Single layer, Sand - medium grained, poorly sorted quartz sand with sparse to moderate
shell hash, shell fragments and whole shells. Sparse shells material from 0.0' to 3.5', then increased shell hash and shell fragments down core. 0.2' rock at 8.1'., light gray (2.5Y-7/1),
(SW). Single layer, Silty sand - very fine grained silty sand with sparse oyster shells. Becomes fine grained clean quartz sand at 9.3' to 9.8' with little to no shell hash. Upper part
is not beach compatible so no sample taken., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 9.8 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP
OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 08:01 -5.8 Ft. -5.8 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8.
TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF
INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-46 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX
= 2,418,975 Y = 233,414 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG.
FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC.
REMARKS Boring Designation 2017-VC-TB-46 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on
measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -11.1 -15.2 7.1 11.2 Sample #1, Depth = 1.8' Mean (mm): 0.15, Phi Sorting: 0.40 Fines
(230): 0.75% (SP) Sample #2, Depth = 4.4' Mean (mm): 0.35, Phi Sorting: 1.24 Fines (230): 0.79% (SW) Single layer, Sand - fine grained, well sorted quartz sand with little to no shell
hash or shell fragments. Very consistent throughout core, with grain size slightly increasing down core., grayish brown (2.5Y-5/2), (SP). Single layer, Sand - fine to medium grained,
poorly sorted quartz sand with sparse to moderate fine shell hash and small shell fragments (<0.2')., gray (2.5Y-6/1), (SW). End of Boring NAD 1983North Carolina State Plane 11.7 Ft.
STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 07:32 -4.0 Ft. -4.0 06-10-17 0.0 6. THICKNESS
OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 13.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED
UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-47 Topsail Beach Nourishment 2017-2018 Town
of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,419,673 Y = 233,992 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12.
TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX
OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-47 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION
OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -13.3 -17.4 4.6 8.7 Sample #1, Depth = 3.3'
Mean (mm): 0.35, Phi Sorting: 0.99 Fines (230): 0.55% (SW) Sample #2, Depth = 7.0' Mean (mm): 0.23, Phi Sorting: 0.55 Fines (230): 0.09% (SP) Single layer, Sand - medium grained, poorly
sorted quartz sand with sparse to moderate fine to medium grained shell hash and shell fragments (<0.15'). Most shell fragments are isolated from 0.0' to 1.7', then just shell hash
to 4.6'., light gray (2.5Y-7/1), (SW). Single layer, Sand - fine to medium grained, very well sorted clean quartz sand with little to no shell hash or shell fragments. Very consistent
throughout layer of core., light gray (2.5Y-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 8.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL
RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 07:12 -8.7 Ft. -8.7 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING
10.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION
GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-48 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,420,456 Y = 234,354
CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5.
DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation
2017-VC-TB-48 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft)
FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -10.4 -18.4 -19.1 4.0 12.0 12.7 Sample #1, Depth = 0.9' Mean (mm): 0.25, Phi Sorting: 0.54 Fines (230): 0.56% (SP)
Sample #2, Depth = 6.5' Mean (mm): 0.47, Phi Sorting: 1.19 Fines (230): 0.38% (SW) Single layer, Sand - medium grained, well sorted quartz sand with sparse fine shell hash and shell
fragments. Thin layer of increased shells at 3.0' to 3.2'. Shell fragments and whole shells are <0.1'., light brownish gray (2.5Y-6/2), (SP). Single layer, Sand - medium grained, poorly
sorted quartz sand with sparse to moderate medium grained shell hash, shell fragments and whole shells (<0.2'). Dark layer at 5.2' is hard packed, consolidated, black sandstone like
layer., light brownish gray (2.5Y-6/2), (SW). Single layer, Sand - very fine grained, poorly sorted quartz sand with abundant shell fragments. Little to no shell hash, but whole shells
and shell fragments are abundant (<0.15')., grayish brown (2.5Y-5/2), (SW). End of Boring NAD 1983North Carolina State Plane 12.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP
OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-09-17 13:14 -6.4 Ft. -6.4 06-09-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8.
TOTAL DEPTH OF BORING 14.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF
INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-49 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX
= 2,408,771 Y = 223,118 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG.

FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC.
REMARKS Boring Designation 2017-VC-TB-49 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on
measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -14.2 -16.9 -17.9 6.2 8.9 9.9 Sample #1, Depth = 0.5' Mean (mm): 0.24, Phi Sorting: 0.73
Fines (230): 0.23% (SP) Sample #2, Depth = 2.5' Mean (mm): 0.53, Phi Sorting: 1.26 Fines (230): 0.15% (SW) Single layer, Sand - medium grained, poorly sorted quartz sand with moderate
medium grained shell hash, shell fragments and whole shells (<0.1'). Less shell hash and shell fragments from 0.0' to 1.9'., gray (2.5Y-6/1), (SW). Single layer, Silty sand - very fine
grained, well sorted silty sand with little to no shell hash or shell fragments. Not beach compatible - no samples taken., dark gray (5Y-4/1), (SM). Single layer, Sand - fine grained,
very well sorted quartz sand with little to no shell hash or shell fragments. Very consistent clean quartz sand., grayish brown (2.5Y-5/2), (SP). End of Boring NAD 1983North Carolina
State Plane 9.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-09-17 13:37 -8.0 Ft. -8.0 06-09-17
0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION
OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-50 Topsail Beach Nourishment
2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,409,378 Y = 223,567 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND
TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0
Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-50 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP
JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -10.4 -16.8 1.0 7.4
Sample #1, Depth = 0.5' Mean (mm): 1.97, Phi Sorting: 1.92 Fines (230): 0.40% (SW) Sample #2, Depth = 1.5' Mean (mm): 0.35, Phi Sorting: 0.73 Fines (230): 0.19% (SP) Sample #3, Depth
= 2.7' Mean (mm): 0.71, Phi Sorting: 1.64 Fines (230): 0.59% (SW) Single layer, Shelly Sand - medium grained, poorly sorted with an abundance of shell fragments and whole shells. (<0.2'),
light gray (2.5Y-7/2), (GW). Single layer, Sand - fine to medium grained, poorly sorted quartz sand with sparse to moderate fine to medium grained shell hash and shell fragments (<0.1').
Increased shell hash and shell fragment content and darker gray in color from 2.3' to 3.9'., light gray (2.5Y-7/2), (SW). End of Boring NAD 1983North Carolina State Plane 7.4 Ft. STARTED
DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 12:37 -9.4 Ft. -9.4 06-11-17 0.0 6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 8.8 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-53 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach,
NC AUTO HAMMER MANUAL HAMMERX = 2,412,217 Y = 226,409 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13.
TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft)
0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-53 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths
and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -12.7 -16.3 -17.7 5.6 9.2 10.6 Sample #1, Depth = 0.9' Mean
(mm): 0.31, Phi Sorting: 0.82 Fines (230): 0.62% (SP) Sample #2, Depth = 3.9' Mean (mm): 0.25, Phi Sorting: 0.98 Fines (230): 0.45% (SW) Sample #3, Depth = 6.3' Mean (mm): 0.80, Phi
Sorting: 1.74 Fines (230): 0.43% (SW) Single layer, Sand - fine to medium grained, well sorted quartz sand with sparse fine shell hash and sparse small shell fragments (<0.1')., light
gray (2.5Y-7/1), (SP). Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate to abundant fine to medium grained shell hash and shell fragments (<0.2').
Layer of predominately shells at 8.6' to 8.7'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained well sorted silt and sand with sparse oyster shells. Not beach
compatible - no sample taken., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 10.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 13:07 -7.1 Ft. -7.1 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH
OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14.
ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-54 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,741
Y = 226,942 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL
BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring
Designation 2017-VC-TB-54 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values
ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -9.0 -14.5 -15.6 -20.1 3.4 8.9 10.0 14.5 Sample #1, Depth = 1.3' Mean (mm): 0.28, Phi Sorting: 0.56 Fines
(230): 0.31% (SP) Sample #2, Depth = 4.4' Mean (mm): 0.47, Phi Sorting: 1.33 Fines (230): 0.38% (SW) Single layer, Sand - fine grained, well sorted quartz sand with sparse to moderate
fine to medium grained shell hash. Small piece of wood at top of core and sparse very small shell fragments scattered thoughout., light gray (2.5Y-7/2), (SP). Single layer, Sand - fine
to medium grained, poorly sorted quartz sand with moderate to abundant medium grained shell hash and moderate shell fragments (<0.15'). Whole shells and shell content increases from
8.2' to 8.9'., light gray (2.5Y-7/1), (SW). Single layer, Shells - mostly whole shells and shell fragments with sparse quartz sand. Mixes with silty sand at very bottom. Not beach compatible
- no sample taken., gray (2.5Y-6/1), (GW). Single layer, Silty sand - very fine grained, well sorted silt and sand with sparse to moderate shell fragments and whole shells. Not beach
compatible - no sample taken., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 14.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 13:54 -5.6 Ft. -5.6 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH
OF BORING 16.8 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14.
ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-57 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,414,148
Y = 228,879 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL
BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring
Designation 2017-VC-TB-57 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values
ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -10.4 -16.4 1.5 7.5 Sample #1, Depth = 0.4' Mean (mm): 0.84, Phi Sorting: 1.51 Fines (230): 0.38% (SW)
Sample #2, Depth = 2.5' Mean (mm): 0.23, Phi Sorting: 0.41 Fines (230): 0.37% (SP) Sample #3, Depth = 6.5' Mean (mm): 0.34, Phi Sorting: 0.54 Fines (230): 3.23% (SP) Single layer, Shelly
sand - medium grained, poorly sorted quartz sand with moderate to abundant shell hash, shell fragments and whole shells (<0.2')., light brownish gray (2.5Y-6/2), (SW). Single layer,
Sand - medium grained, moderately well sorted quartz sand with sparse to moderate fine shell hash and sparse small shell fragments/whole shells (<0.1'). Shell hash content increases
slightly towards bottom of core and becomes coarser grained., light gray (2.5Y-7/2), (SP). End of Boring NAD 1983North Carolina State Plane 7.5 Ft. STARTED DIVISION INSTALLATION 16.
ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 12:37 -8.9 Ft. -8.9 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED
INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE
AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-58 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER
MANUAL HAMMERX = 2,414,419 Y = 229,333 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER
CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20
25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-58 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations
based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Core Logs/Individual Year Banks Channel Core Logs/2019 Banks Channel Core Logs.pdf
1 2 3 -11.2 -15.0 -15.8 3.7 7.5 8.3 Sample #1, Depth = 1.8' Mean (mm): 0.23, Phi Sorting: 0.71 Fines (230): 0.54% (SP) Sample #2, Depth = 5.7' Mean (mm): 0.59, Phi Sorting: 1.79 Fines
(230): 0.37% (SW) Sample #3, Depth = 8.0' Mean (mm): 0.23, Phi Sorting: 0.73 Fines (230): 0.15% (SP) Sand - fine to medium grained, moderately well sorted quartz sand with sparse shell
fragments and shell hash (<0.1'). Shell hash and fragments concentrated at bottom of stratigraphic layer. Sparse silt at 2' to 3'., (SP). Sand - fine to medium grained, moderatly well
sorted quartz sand with moderate fine shell hash and shell fragments (<0.15')., (SW). Sand - fine to medium grained, well sorted clean quartz sand with minimal very fine shell hash.,
(SP). End of Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1.
PROJECT 07-11-19 12:56 -7.5 Ft. -7.5 07-11-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLW DRILLING LOG Vibracore JCP 10.
COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL
INCLINED 0.0 Ft. 2019-VC-SC-01 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,422,779 Y = 236,720 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL
Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2019-VC-SC-01 SHEET 1 OF 1 SHEETS
SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ
FL DEP ROSS.GDT 8/29/19
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Grain Size Distribution Curves/2019 Individual Sample Grain Size Distribution.pdf
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2019-VC-SC-01 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine
Percent Finer By Weight #200 - 0.69 #230 - 0.54 -1.43 6.48 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5
7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.27 Sample Sample Information Gravel Silt and Clay 2.1 0.71 Surf City Nourishment 2018-2019 07-31-19 PRD 2,422,779 236,720
NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5
170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -9.3 Elev. (ft)Symbol 8.68 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 2019-VC-SC-01 #2 Comments: USCS % Fines % Organics % Carbonates
Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.37 #230 - 0.37 -1.66 5.86 Project Name: Analysis Date: Analyzed By: Easting (X, ft):
Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.22 Sample Sample Information Gravel Silt and Clay
0.76 1.79 Surf City Nourishment 2018-2019 07-31-19 PRD 2,422,779 236,720 NAD 1983 MLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5
45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 -13.2 Elev. (ft)Symbol 28.04 SIEVE ANALYSIS BANKS
CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105
100 2019-VC-SC-01 #3 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.15 #230 - 0.15 -2.67
14.78 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70
80 90 100 0 SP 2.28 Sample Sample Information Gravel Silt and Clay 2.09 0.73 Surf City Nourishment 2018-2019 07-31-19 PRD 2,422,779 236,720 NAD 1983 MLW PHI Sieve Sizes Standard Sieve
Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8
2 60 -4.25 3/4 -15.5 Elev. (ft)Symbol 11.93 SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph
910.821.1358 fax [phone]
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Munsell Color Photos/2018 & 2019 Core Sample Munsell Color Photos.pdf
2018-VC-SC-01 2018-VC-SC-02 2018-VC-SC-04 2018-VC-SC-03 2019-VC-SC-02 2019-VC-SC-01
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Core Photos/Individual Year Banks Channel Core Photos/2018 Banks Channel Core Photos.pdfSlide 1

Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Core Photos/Banks Channel Core Photos.pdf

Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/ST Wooten Geotechnical Information/ST Wooten Geotech Information.pdfPlan View
DREDGE SLIDE SLOPES (3:1) DREDGE SLIDE SLOPES (3:1) DREDGE EXCAVATION TO -20' NAVD88 DREDGE EXCAVATION TO -20' NAVD88 DREDGE SLIDE SLOPES (3:1) DREDGE SLIDE SLOPES (3:1) DREDGE SLIDE
SLOPES (3:1) B-12 B-8 B-4 B-1 B-2 B-3 B-5 B-9 B-10 B-11 B-2 B-1 B-1 B-2 B-7 B-3 Spider Map polygons used to determine volume represented by each core. CENTERLINE 2005 Borings 2007 Borings
2011/2012 Borings S&ME Historical Geotechnical Testing SHEET: 1 OF 1 387-B N. Green Meadows Drive Wilmington, NC 28405 Vertical Datum NAVD88 Conversion Graphic Scale TI Coastal Services,
Inc. 910.821.1358 SCALE: 1" = 300' NGVD29 1.00' 0' 150' 300' 300' Scale: 1" = 300' DWG NAME: ST Wooten Excavation Layout.dwg ST Wooten Geotechnical Survey Historic Core Locations and
Spider Map Layout Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Survey Feet. 2. Vertical Datum: NAVD88 3. Layout designed by TI Coastal on September 27th, 2017.
4. Cores collected in 2005, 2007, and 2011/2012 and represent conditions at that time 5. 2016 Aerial downloaded from NC OneMap GeoSpatial Portal. 6. Core locations and Top of Hole
elevations are approximate and scaled off of location maps provided by S&ME. SURVEY DATE: Spring 2017 & 2019 Surf City Hurricane Florence Dune Restoration - Phase 2 Town of Surf
City Pender and Onslow County, North Carolina DWG DATE: August 6, 2019 ST Wooten Excavation Continues 4,000 feet 2005‐B‐12005‐B‐22005‐B‐32005‐B‐42005‐B‐52005‐B‐82005‐B‐92005‐B‐102005‐B‐112005‐B‐1220
07‐B‐12007‐B‐22011‐B‐12011‐B‐32011‐B‐7%  Weighted Average 37.51.5"0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 251.0"0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 193/4"0.00.00.00.00.00.00.00.
00.00.00.00.00.00.00.00.0 12.51/2"0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 9.53/8"0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 4.7540.00.00.00.00.00.00.00.00.10.20.01.10.10.00.20.1
2.3680.00.00.00.00.50.00.00.00.11.00.10.61.00.20.40.3GRAVEL 1.18160.20.11.92.55.40.20.80.92.310.73.83.24.90.84.43.0 0.6308.03.116.023.217.311.35.87.611.521.822.421.622.310.523.214.3
0.35043.039.245.552.556.759.232.347.837.132.949.144.551.354.431.944.9 015100447551326174186275553349401263166219191319346316 SAND ST Wooten Sand Mine Cores ‐ Percent Weight Retained and Representati
ve Volume Sieve Size (mm)Sieve COBBLES PEBBLES 0.1510044.755.132.617.418.627.555.334.940.126.316.621.919.131.934.631.6 0.0752002.61.72.13.20.91.03.87.14.94.05.14.31.22.25.14.1 <0.075Pan1.50.91.91.10.
80.82.01.73.83.22.82.70.10.00.01.8SILT Representative Volume51,494.145,865.4135,914.963,532.185,329.0215,389.1112,300.3511,429.7193,651.1298,207.6120,050.8187,008.529,934.5240,063.9175,925.82,466,097
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 1.80 -0.41 3.68 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.42 Sample Sample Information Gravel
Silt and Clay 1.4 0.87 Surf City Hurricane Florence Dune Restoration - Phase 2 10-05-17 JCP NAD 1983 NAVD88 PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14
0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 ST Wooten Composite #Composite
Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort 10.0 Elev. (ft)Symbol SIEVE ANALYSIS SAND SAMPLES GINT.GPJ FL DEP ROSS.GDT 6/27/19 TI Coastal Services,
Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax [phone]" -5.20 36.76 0.00 0.00 0.00 0.00 1 -4.64 24.93 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00
0.00 0.00 1/2" -3.60 12.13 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.10 0.10 0.10 0.10 8 -1.25 2.38 0.30 0.30 0.40 0.40 16 -0.25 1.19 3.00 3.00 3.40 3.40
30 0.70 0.62 14.30 14.29 17.70 17.68 50 1.70 0.31 44.90 44.86 62.60 62.54 100 2.74 0.15 31.60 31.57 94.20 94.11 200 3.73 0.08 4.10 4.10 98.30 98.20 4.00 0.06 0.00 0.00 98.30 98.20 Sorting
0.87 Skewness -0.41 Kurtosis 3.68 10.0 NAVD88 Sieve Number SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: North Carolina State Plane Granularmetric Report Northing (ft): Munsell:
0.00 Mean Phi 1.4 Phi 5 3.01 Phi 16 2.41 Phi 25 2.11 Phi 50 1.42 Phi 75 0.86 Phi 84 0.59 100.10 Phi 95 -0.14 Mean mm 0.38 Moment Statistics Fines (%): 100.10 1.80 Project Name: Surf
City Hurricane Florence Dune Restoration - Phase 2 Sample Name: ST Wooten Composite #Composite Analysis Date: 10-05-17 Analyzed By: JCP Shells (%): Depths and elevations based on
measured values Easting (ft): #230 - 1.80 Organics (%): Carbonates (%): GRANULARMETRIC REPORT SAND SAMPLES GINT.GPJ FL DEP ROSS.GDT 6/27/19 TI Coastal Services, Inc. 387-B N. Green
Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax [phone]   0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#230 - 0.42 -0.84 4.79 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20
30 40 50 60 70 80 90 100 0 SW 1.5 Sample Sample Information Gravel Silt and Clay 1.38 0.94 North Topsail FEMA Truck Haul 08-24-17 DLM NAD 1983 NAVD88 PHI Sieve Sizes Standard Sieve
Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8
2 60 -4.25 3/4 STWooten1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort 20.0 Elev. (ft)Symbol SIEVE ANALYSIS SAND SAMPLES GINT.GPJ FL DEP ROSS.GDT 10/16/17
TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine
Coarse Medium Fine Percent Finer By Weight #230 - 0.78 -0.61 4.11 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3
5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 1.81 Sample Sample Information Gravel Silt and Clay 1.74 0.74 North Topsail FEMA Truck Haul 08-24-17 DLM NAD
1983 NAVD88 PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5
170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 STWooten2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort 20.0 Elev. (ft)Symbol SIEVE ANALYSIS SAND
SAMPLES GINT.GPJ FL DEP ROSS.GDT 10/16/17 TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax [phone]" -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 1.10 0.52 1.10 0.52 5 -2.00 4.00 0.20 0.09 1.30 0.61 7 -1.50 2.83 0.40 0.19 1.70 0.80 10
-1.00 2.00 1.90 0.90 3.60 1.70 14 -0.50 1.41 3.80 1.79 7.40 3.49 18 0.00 1.00 7.90 3.72 15.30 7.21 25 0.50 0.71 17.50 8.25 32.80 15.46 35 1.00 0.50 29.60 13.95 62.40 29.41 45 1.50 0.35
43.70 20.59 106.10 50.00 60 2.00 0.25 51.00 24.03 157.10 74.03 70 2.25 0.21 18.30 8.62 175.40 82.66 80 2.50 0.18 18.10 8.53 193.50 91.19 100 2.75 0.15 11.50 5.42 205.00 96.61 120 3.00
0.13 2.80 1.32 207.80 97.93 170 3.50 0.09 2.50 1.18 210.30 99.10 200 3.74 0.07 0.40 0.19 210.70 99.29 230 4.00 0.06 0.60 0.28 211.30 99.58 Sorting 0.94 Skewness -0.84 Kurtosis 4.79
20.0 NAVD88 Sieve Number Wet - 7.5YR-6/3 Dry - 10YR-7/3SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: North Carolina State Plane Granularmetric Report Northing (ft): Munsell:
0.24 Mean Phi 1.38 Phi 5 2.68 Phi 16 2.29 Phi 25 2.03 Phi 50 1.50 Phi 75 0.84 Phi 84 0.52 212.20 Phi 95 -0.30 Mean mm 0.38 Moment Statistics Fines (%): 212.20 0.40 Project Name: North
Topsail FEMA Truck Haul Sample Name: STWooten1 Analysis Date: 08-24-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.42 Organics
(%): Carbonates (%): GRANULARMETRIC REPORT SAND SAMPLES GINT.GPJ FL DEP ROSS.GDT 10/16/17 TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358
fax [phone]" -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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00
0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.40 0.24 0.40 0.24 14 -0.50 1.41 1.10 0.66 1.50 0.90 18 0.00 1.00 2.30 1.38 3.80 2.28 25 0.50 0.71 6.10 3.66 9.90 5.94 35 1.00
0.50 12.40 7.44 22.30 13.39 45 1.50 0.35 30.40 18.25 52.70 31.63 60 2.00 0.25 49.60 29.77 102.30 61.40 70 2.25 0.21 23.20 13.93 125.50 75.33 80 2.50 0.18 17.00 10.20 142.50 85.53 100
2.75 0.15 14.50 8.70 157.00 94.24 120 3.00 0.13 3.80 2.28 160.80 96.52 170 3.50 0.09 3.70 2.22 164.50 98.74 200 3.74 0.07 0.50 0.30 165.00 99.04 230 4.00 0.06 0.30 0.18 165.30 99.22
Sorting 0.74 Skewness -0.61 Kurtosis 4.11 20.0 NAVD88 Sieve Number Wet - 7.5YR-5/3 Dry - 10YR-7/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams
Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: North Carolina State Plane Granularmetric
Report Northing (ft): Munsell: 0.42 Mean Phi 1.74 Phi 5 2.83 Phi 16 2.46 Phi 25 2.24 Phi 50 1.81 Phi 75 1.32 Phi 84 1.07 166.60 Phi 95 0.37 Mean mm 0.30 Moment Statistics Fines (%):
166.60 0.60 Project Name: North Topsail FEMA Truck Haul Sample Name: STWooten2 Analysis Date: 08-24-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values
Easting (ft): #230 - 0.78 Organics (%): Carbonates (%): GRANULARMETRIC REPORT SAND SAMPLES GINT.GPJ FL DEP ROSS.GDT 10/16/17 TI Coastal Services, Inc. 387-B N. Green Meadows Dr.
Wilmington, NC 28405 ph 910.821.1358 fax [phone]
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Core Photos/Individual Year Banks Channel Core Photos/2017 Banks Channel Core Photos.pdfSlide 1

Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Core Logs/Banks Channel Core Logs.pdf
1 2 -9.5 -21.5 5.0 17.0 Sample #1, Depth = 2.2' Mean (mm): 0.23, Phi Sorting: 0.90 Fines (230): 0.40% (SW) Sample #2, Depth = 8.6' Mean (mm): 0.86, Phi Sorting: 1.32 Fines (230): 0.82%
(SW) Single layer, Sand - fine grained, well sorted quartz sand with moderate fine shell hash from 0.0' to 1.6' then little to no shell hash. Sparse small shell fragments (<0.1').,
light gray (2.5Y-7/1), (SP). Single layer, Sand - fine grained, poorly sorted quartz sand with moderate fine to medium grained shell hash and shell fragments (<0.15'). Increase in shell
hash and shell fragments from 7.3' to 7.7', 11.3' to 11.7', and 12.4' to 13.7'. Small silt layer at 15.6'., light gray (2.5Y-7/2), (SW). End of Boring NAD 1983North Carolina State Plane

17 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-13-17 13:57 -4.5 Ft. -4.5 06-13-17 0.0 6.
THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 18.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-28 Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,407,955 Y = 222,705 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In.
BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-28 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION
OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -11.4 -13.5 -25.1 2.6 4.7 16.3 Sample #1,
Depth = 0.8' Mean (mm): 0.23, Phi Sorting: 0.83 Fines (230): 0.42% (SP) Sample #2, Depth = 3.2' Mean (mm): 0.96, Phi Sorting: 1.23 Fines (230): 0.22% (SW) Single layer, Sand - fine
grained, well sorted clean quartz sand with sparse to no fine shell hash. Sparse whole shells (<0.1') located at very top of core., light gray (2.5Y-7/2), (SP). Single layer, Shelly
sand - fine to medium grained, poorly sorted quartz sand with abundant fine to medium shell hash and shell fragments (<0.15'). Organic rich silty fine sand layer from 3.3' to 3.5'.
Noticible change in sediment color at 3.7'., light gray (2.5Y-7/2), (SW). Alternating layers, Silty sand - very fine grained clay, silt and sand with oyster shells at top of layer.
Layers of fine grained well sorted quartz sand at 6.1' to 7.7', 11.4' to 12.2', and 15.3' to 16.3'. Not a beach compatible layer, no samples taken., dark gray (5Y-4/1), (SM-SC). End
of Boring NAD 1983North Carolina State Plane 16.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-09-17
12:46 -8.8 Ft. -8.8 06-09-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 18.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11.
MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-29
Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,408,542 Y = 223,363 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan
Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2.
BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-29 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED
FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 -16.0
-17.4 4.9 6.3 Sample #1, Depth = 2.3' Mean (mm): 0.37, Phi Sorting: 0.85 Fines (230): 0.20% (SP) Single layer, Sand - fine to medium grained, poorly sorted quartz sand with moderate
shell hash and shell fragments (<0.1'). Shell hash content increases from 1.1' to 1.6' and 3.2' to 3.7'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained,
poorly sorted quartz sand with layers of dark gray silty sand. Little to no shell hash or shell fragments., gray (5Y-5/1), (SW-SM). End of Boring NAD 1983North Carolina State Plane
6.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 10:02 -11.1 Ft. -11.1 06-11-17 0.0 6.
THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 7.5 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-30 Topsail Beach Nourishment 2017-2018
Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,409,180 Y = 223,993 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In.
BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-30 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION
OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 -12.0 -16.2 4.7 8.9 Sample #1, Depth = 2.8'
Mean (mm): 0.70, Phi Sorting: 1.56 Fines (230): 0.42% (SW) Single layer, Shelly sand - fine to medium grained, poorly sorted quartz sand with moderate to abundant shell hash and sparse
shell fragments (<0.1'). Sediment is the same silty sand from 4.3' to 4.7', but there is a noticicable color change to 2.5Y 6/1., light gray (2.5Y-7/2), (SW). Single layer, Silty sand
- very fine grained poorly sorted silt with sand and sparse shells. Predominatly very fine grained quartz sand from 7.2' to 8.4'., dark olive gray (5Y-3/2), (SM). End of Boring NAD
1983North Carolina State Plane 8.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 10:45
-7.3 Ft. -7.3 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 10.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S
DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-31 Topsail
Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,409,570 Y = 224,723 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw
9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING
DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-31 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR
THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -13.2
-17.0 5.7 9.5 Sample #1, Depth = 1.3' Mean (mm): 0.27, Phi Sorting: 0.88 Fines (230): 0.38% (SW) Sample #2, Depth = 6.5' Mean (mm): 0.51, Phi Sorting: 1.11 Fines (230): 0.34% (SW) Single
layer, Sand - fine to medium grained, well sorted quartz sand with sparse to moderate fine shell hash and sparse shell fragments (<0.1'). Most shell hash and shell fragments are isolated
to bottom of layer (4.8' to 5.4')., light gray (2.5Y-7/2), (SP). Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash and small
shell fragments (<0.1')., light gray (2.5Y-7/1), (SW). End of Boring NAD 1983North Carolina State Plane 9.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL
RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 11:17 -7.5 Ft. -7.5 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING
11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION
GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-32 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,410,333 Y = 225,075
CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5.
DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation
2017-VC-TB-32 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft)
FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -12.1 -16.8 -18.9 4.9 9.6 11.7 Sample #1, Depth = 2.3' Mean (mm): 0.69, Phi Sorting: 1.53 Fines (230): 0.44% (SW)
Sample #2, Depth = 5.7' Mean (mm): 0.24, Phi Sorting: 0.62 Fines (230): 0.24% (SP) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium shell hash,
shell fragments and whole shells (<0.1'). 0.0' to 0.9' has little to no shell material. Laminae of larger shells (<0.2') at 1.7' to 2.0' and 4.0' to 4.3'., light gray (2.5Y-7/2), (SW).
Single layer, Sand - fine to medium grained, well sorted quartz sand with sparse fine shell hash. Little to no shell fragments or whole shells., light gray (2.5Y-7/1), (SP). Single
layer, Silty sand - very fine grained, well sorted silt and sand. Sparse small shell fragments. Not beach compatible, no sample taken., very dark gray (5Y-3/1), (SM-SC). End of Boring
NAD 1983North Carolina State Plane 11.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 11:44
-7.2 Ft. -7.2 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 14.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S
DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-33 Topsail
Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,411,001 Y = 225,699 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw
9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING
DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-33 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR
THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -16.6
-18.9 -21.0 6.1 8.4 10.5 Sample #1, Depth = 0.6' Mean (mm): 1.36, Phi Sorting: 2.19 Fines (230): 0.49% (SW) Sample #2, Depth = 4.5' Mean (mm): 0.28, Phi Sorting: 0.76 Fines (230): 0.45%
(SP) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash and moderate shell fragements and whole shells (<0.2'). Small quartz
pepples scattered throughout layer. Area of reduced shell hash from 3.8' to 5.2'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained, well sorted silty sand
with sparse small shell fragments. Not beach compatible - no sample taken, very dark gray (5Y-3/1), (SM-SC). Single layer, Sand - fine grained, well sorted quartz sand with little
to no shell hash or shell fragments. Sparse clay/silt balls present in layer. Very consistant throughout. No sample taken due to overburden of incompatible material., light gray (2.5Y-7/1),
(SP). End of Boring NAD 1983North Carolina State Plane 10.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1.
PROJECT 06-11-17 12:13 -10.5 Ft. -10.5 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 12.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE
SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED
0.0 Ft. 2017-VC-TB-34 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,411,803 Y = 226,085 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL
Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-34 SHEET 1 OF 1 SHEETS SAJ FORM 1836
JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 1 2 -15.4 -20.2 -20.8 5.8 10.6 11.2 Sample #1, Depth = 2.0' Mean (mm): 0.39, Phi Sorting: 1.29 Fines (230): 0.62% (SW) Sample #2, Depth = 9.0' Mean (mm): 0.30, Phi Sorting:
0.67 Fines (230): 0.25% (SP) Single layer, Sand - fine to medium grained, poorly sorted quartz sand with sparse to moderate fine to medium grained shell hash and small shell fragments
(<0.1'). Moderate medium shell hash from 2.2' to 4.5', with less amounts of shell hash above and below this area., light gray (2.5Y-7/1), (SW). Single layer, Sand - fine grained, well
sorted quartz sand with sparse fine shell hash. Thin layer of increased shell fragments from 10.5' to 10.6'., light gray (2.5Y-7/1), (SP). Single layer, Silty sand - very fine grained
well sorted silt, clay and sand. Little to no shell fragments. Not beach compatible - no samples taken., very dark gray (5Y-3/1), (SM-SC). End of Boring NAD 1983North Carolina State
Plane 11.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 13:54 -9.6 Ft. -9.6 06-11-17 0.0
6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 13.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF
DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-35 Topsail Beach Nourishment
2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,137 Y = 226,951 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND
TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0
Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-35 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP
JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -9.3 -11.4 -16.4
2.3 4.4 9.4 Sample #1, Depth = 1.3' Mean (mm): 0.20, Phi Sorting: 0.41 Fines (230): 0.66% (SP) Sample #2, Depth = 3.4' Mean (mm): 0.83, Phi Sorting: 1.66 Fines (230): 0.45% (SW) Sample
#3, Depth = 5.9' Mean (mm): 0.53, Phi Sorting: 1.37 Fines (230): 0.55% (SW) Single layer, Sand - fine grained, well sorted clean quartz sand with little to no shell hash or shell fragments.,
light brownish gray (2.5Y-6/2), (SP). Single layer, Sand - medium grained, poorly sorted quartz sand with moderate medium shell hash and sparse whole shells and shell fragments (<0.2').,
light gray (2.5Y-7/2), (SW). Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate medium grained shell hash and sparse to moderate shell fragments and
whole shells (<0.2'). Very similar to above layer, but noticible change in color at 4.4'., gray (2.5Y-6/1), (SW). End of Boring NAD 1983North Carolina State Plane 9.4 Ft. STARTED DIVISION
INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 14:15 -7.0 Ft. -7.0 06-11-17 0.0 6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED
(UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-36 Topsail Beach Nourishment 2017-2018 Town of Topsail
Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,669 Y = 227,697 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH
(ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-36 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -16.0 -20.4 5.0 9.4 Sample #1, Depth = 1.5' Mean (mm):
0.30, Phi Sorting: 0.81 Fines (230): 0.33% (SP) Sample #2, Depth = 5.6' Mean (mm): 0.14, Phi Sorting: 0.44 Fines (230): 2.61% (SP) Single layer, Sand - fine to medium grained, well
sorted quartz sand with sparse fine grained shell hash and sparse shell fragments (<0.15')., light gray (2.5Y-7/1), (SP). Single layer, Silty sand - very fine to fine grained, poorly
sorted silty sand with layers of increased silt/clay and oyster shells (7.3' to 7.9'). Area of predominately fine grained quartz sand from 6.0' to 7.3'., dark gray (2.5Y-4/1), (SM-SC).
End of Boring NAD 1983North Carolina State Plane 8.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT
06-10-17 15:18 -11.0 Ft. -11.0 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.5 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft.
2017-VC-TB-37 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,950 Y = 228,266 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer
McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-37 SHEET 1 OF 1 SHEETS SAJ FORM 1836
JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 1 2 3 -14.1 -15.9 8.5 10.3 Sample #1, Depth = 2.0' Mean (mm): 0.22, Phi Sorting: 0.78 Fines (230): 0.49% (SP) Sample #2, Depth = 6.6' Mean (mm): 0.67, Phi Sorting: 1.19 Fines
(230): 0.39% (SW) Sample #3, Depth = 9.9' Mean (mm): 0.64, Phi Sorting: 1.62 Fines (230): 0.69% (SW) Alternating layers, Sand - fine to medium grained, poorly sorted quartz sand with
sparse fine shell hash and sparse small shell fragments. Layers of moderate medium grained shell hash and shell fragments (<0.2') at 2.4' to 2.6', 5.9' to 6.9' and 7.8' to 8.5'., light
gray (2.5Y-7/1), (SW). Single layer, Shelly sand - fine to medium grained poorly sorted quartz sand with moderate medium grained shell hash and shell fragments (<0.2'). Similar to the
shell hash layers above but much more grey in color., light brownish gray (2.5Y-6/2), (SW). End of Boring NAD 1983North Carolina State Plane 10.3 Ft. STARTED DIVISION INSTALLATION 16.
ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 13:03 -5.6 Ft. -5.6 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED
INTO ROCK 8. TOTAL DEPTH OF BORING 12.3 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE
AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-38 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER
MANUAL HAMMERX = 2,413,730 Y = 228,968 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER
CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20
25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-38 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations
based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -10.6 -15.9 -16.9 6.9 12.2 13.2 Sample #1, Depth = 2.3' Mean (mm): 0.19, Phi
Sorting: 0.43 Fines (230): 0.35% (SP) Sample #2, Depth = 8.7' Mean (mm): 0.89, Phi Sorting: 1.11 Fines (230): 0.47% (SW) Sample #3, Depth = 11.1' Mean (mm): 0.62, Phi Sorting: 1.36
Fines (230): 0.34% (SW) Single layer, Sand - fine grained, well sorted clean quartz sand with sparse to no shell hash, shell fragments or whole shells. Very consistent through entire
layer., light brownish gray (2.5Y-6/2), (SP). Single layer, Shelly sand - fine to medium grained, poorly sorted quartz sand with moderate medium grained shell hash, fragments and whole
shells (<0.3'). Noticible break in color at 9.9' to 2.5Y 6/2. Clay layer from 11.3' to 11.5'. Layer of shells at 12.1' to 12.2'., light gray (2.5Y-7/2), (SW). Single layer, Silty sand
- very fine grained silt and sand with sparse small shell fragments (<0.1'). Not beach compatible - no sample taken., very dark gray (2.5Y-3/1), (SM). End of Boring NAD 1983North Carolina
State Plane 13.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 12:01 -3.7 Ft. -3.7 06-10-17
0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 15.7 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION
OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-39 Topsail Beach Nourishment
2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,414,397 Y = 229,589 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND
TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0
Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-39 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP
JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -15.1 -16.6 6.5 8.0
Sample #1, Depth = 2.2' Mean (mm): 0.51, Phi Sorting: 1.68 Fines (230): 0.68% (SW) Sample #2, Depth = 6.8' Mean (mm): 0.23, Phi Sorting: 0.49 Fines (230): 0.44% (SP) Single layer, Shelly
sand - fine to medium grained, poorly sorted quartz sand with moderate medium shell hash, shell fragments and whole shells (<0.2'). Most shells and shell fragments are concentrated
0.2' and 2.6'. Hardened tube worm colony located at 0.3'., light gray (2.5Y-7/2), (SW). Single layer, Sand - fine grained, well sorted quartz sand with little to no shell hash or shell
fragments. Very clean and consistent throughout layer., light gray (2.5Y-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 8 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION
TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 11:13 -8.6 Ft. -8.6 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE
OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-40 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL
HAMMERX = 2,415,238 Y = 229,962 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE
BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND
% REC. REMARKS Boring Designation 2017-VC-TB-40 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based
on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -13.9 -17.1 -17.2 5.2 8.4 8.5 Sample #1, Depth = 1.6' Mean (mm): 0.30, Phi Sorting:
0.89 Fines (230): 0.65% (SW) Sample #2, Depth = 6.8' Mean (mm): 0.40, Phi Sorting: 0.82 Fines (230): 0.44% (SP) Single layer, Sand - fine grained, well sorted quartz sand with sparse
shell hash and shell fragments. Moderate fine to medium grained shell hash from 0.0' to 1.7'. Small amounts of silt mixes in from 4.9' to 5.2'., light gray (2.5Y-7/1), (SP). Single
layer, Sand - fine to medium grained, poorly sorted quartz sand with moderate fine to medium grained shell hash and small shell fragments and pebbles (<0.15'). Layer begins grey and
lightens up down core., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - fine grained sand with moderate amounts of silt and fine to medium grained shell hash., very dark grayish
brown (2.5Y-3/2), (SM). End of Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION
COORDINATES 1. PROJECT 06-10-17 10:47 -8.7 Ft. -8.7 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP
10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING
VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-41 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,415,903 Y = 230,594 CONTRACTOR FILE NO. COMPLETED
VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME
OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-41 SHEET 1 OF
1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ
FL DEP ROSS.GDT 9/2/17 1 2 -14.1 -16.5 5.9 8.3 Sample #1, Depth = 2.9' Mean (mm): 0.23, Phi Sorting: 0.73 Fines (230): 0.44% (SP) Sample #2, Depth = 6.4' Mean (mm): 0.77, Phi Sorting:
1.72 Fines (230): 0.48% (SW) Single layer, Sand - fine grained, moderately well sorted quartz sand with litle to no shell hash or fragments. Isolated area of shell fragments and whole

shells from 1.2' to 1.6' and sparse to moderate fine shell hash from 0.0' to 1.2'., light gray (2.5Y-7/2), (SP). Single layer, Sand - fine to medium grained, poorly sorted quartz sand
with moderate medium grained shell hash, shell fragments and whole shells (<0.2'). Most shells are between 5.9' and 7.2', then whole shells not present to bottom of core., light gray
(2.5Y-7/1), (SW). End of Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES
1. PROJECT 06-10-17 09:48 -8.2 Ft. -8.2 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE
SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED
0.0 Ft. 2017-VC-TB-42 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,416,709 Y = 230,948 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL
Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-42 SHEET 1 OF 1 SHEETS SAJ FORM 1836
JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 1 -16.0 8.2 Sample #1, Depth = 2.7' Mean (mm): 0.25, Phi Sorting: 0.57 Fines (230): 0.36% (SP) Single layer, Sand - fine grained, well sorted quartz sand with sparse to no shell
hash or shell fragments. Increased amounts of shell hash, shell fragments and whole shells from 0.0' to 1.3', but below that sediment is very consitently clean quartz sand., light gray
(2.5Y-7/2), (SP). End of Boring NAD 1983North Carolina State Plane 8.2 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES
1. PROJECT 06-10-17 09:22 -7.8 Ft. -7.8 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE
SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED
0.0 Ft. 2017-VC-TB-43 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,417,144 Y = 231,753 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL
Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-43 SHEET 1 OF 1 SHEETS SAJ FORM 1836
JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 1 2 -13.6 -19.0 -21.1 4.2 9.6 11.7 Sample #1, Depth = 2.0' Mean (mm): 0.27, Phi Sorting: 0.90 Fines (230): 0.74% (SW) Sample #2, Depth = 4.6' Mean (mm): 0.20, Phi Sorting: 1.49
Fines (230): 2.44% (SW) Single layer, Sand - fine to medium grained, moderately well sorted quartz sand with moderate fine shell hash and sparse small shell fragments (<0.1')., light
gray (2.5Y-7/1), (SP). Single layer, Silty sand - fine grained poorly sorted quartz sand with moderate to abundant silt and layers of oyster shells. Increased silt and oyster content
at 4.2' to 4.7', 6.2' to 7.8', and 8.7' to 9.4'., dark gray (5Y-4/1), (SM). Single layer, Sand - fine grained, well sorted quartz sand with little to no shell hash or shell fragements.
Consistantly clean quartz sand., light brownish gray (2.5Y-6/2), (SP). End of Boring NAD 1983North Carolina State Plane 11.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF
BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 08:59 -9.4 Ft. -9.4 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL
DEPTH OF BORING 13.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-44 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,417,805
Y = 232,407 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL
BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring
Designation 2017-VC-TB-44 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values
ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 -11.7 -13.7 -15.8 2.9 4.9 7.0 Sample #1, Depth = 0.9' Mean (mm): 0.88, Phi Sorting: 2.23 Fines (230): 0.69%
(SW) Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate to abundant medium shell hash and shell fragments (<0.2')., gray (2.5Y-6/1), (SW). Single layer,
Silty sand - very fine grained, well sorted sand with abundant silt and clay. Sparse small oyster shell fragments. Not beach compatible - no sample taken., very dark gray (5Y-3/1),
(SM). Single layer, Sand - fine grained, moderately well sorted quartz sand with sparse to no shell hash or shell fragments. Pockets of silt scattered thoughout and become mostly silt
and clay with shell fragments from 6.7' to 7.0'., light gray (2.5Y-7/1), (SW). End of Boring NAD 1983North Carolina State Plane 7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP
OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 08:31 -8.8 Ft. -8.8 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8.
TOTAL DEPTH OF BORING 8.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF
INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-45 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX
= 2,418,250 Y = 233,161 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG.
FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC.
REMARKS Boring Designation 2017-VC-TB-45 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on
measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -14.2 -15.6 8.4 9.8 Sample #1, Depth = 1.2' Mean (mm): 0.22, Phi Sorting: 0.55 Fines
(230): 0.15% (SP) Sample #2, Depth = 4.4' Mean (mm): 0.50, Phi Sorting: 1.33 Fines (230): 0.20% (SW) Single layer, Sand - medium grained, poorly sorted quartz sand with sparse to moderate
shell hash, shell fragments and whole shells. Sparse shells material from 0.0' to 3.5', then increased shell hash and shell fragments down core. 0.2' rock at 8.1'., light gray (2.5Y-7/1),
(SW). Single layer, Silty sand - very fine grained silty sand with sparse oyster shells. Becomes fine grained clean quartz sand at 9.3' to 9.8' with little to no shell hash. Upper part
is not beach compatible so no sample taken., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 9.8 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP
OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 08:01 -5.8 Ft. -5.8 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8.
TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF
INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-46 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX
= 2,418,975 Y = 233,414 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG.
FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC.
REMARKS Boring Designation 2017-VC-TB-46 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on
measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -11.1 -15.2 7.1 11.2 Sample #1, Depth = 1.8' Mean (mm): 0.15, Phi Sorting: 0.40 Fines
(230): 0.75% (SP) Sample #2, Depth = 4.4' Mean (mm): 0.35, Phi Sorting: 1.24 Fines (230): 0.79% (SW) Single layer, Sand - fine grained, well sorted quartz sand with little to no shell
hash or shell fragments. Very consistent throughout core, with grain size slightly increasing down core., grayish brown (2.5Y-5/2), (SP). Single layer, Sand - fine to medium grained,
poorly sorted quartz sand with sparse to moderate fine shell hash and small shell fragments (<0.2')., gray (2.5Y-6/1), (SW). End of Boring NAD 1983North Carolina State Plane 11.7 Ft.
STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 07:32 -4.0 Ft. -4.0 06-10-17 0.0 6. THICKNESS
OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 13.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED
UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-47 Topsail Beach Nourishment 2017-2018 Town
of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,419,673 Y = 233,992 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12.
TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX
OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-47 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION
OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -13.3 -17.4 4.6 8.7 Sample #1, Depth = 3.3'
Mean (mm): 0.35, Phi Sorting: 0.99 Fines (230): 0.55% (SW) Sample #2, Depth = 7.0' Mean (mm): 0.23, Phi Sorting: 0.55 Fines (230): 0.09% (SP) Single layer, Sand - medium grained, poorly
sorted quartz sand with sparse to moderate fine to medium grained shell hash and shell fragments (<0.15'). Most shell fragments are isolated from 0.0' to 1.7', then just shell hash
to 4.6'., light gray (2.5Y-7/1), (SW). Single layer, Sand - fine to medium grained, very well sorted clean quartz sand with little to no shell hash or shell fragments. Very consistent
throughout layer of core., light gray (2.5Y-7/1), (SP). End of Boring NAD 1983North Carolina State Plane 8.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL
RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 07:12 -8.7 Ft. -8.7 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING
10.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION
GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-48 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,420,456 Y = 234,354
CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5.
DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation
2017-VC-TB-48 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft)
FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -10.4 -18.4 -19.1 4.0 12.0 12.7 Sample #1, Depth = 0.9' Mean (mm): 0.25, Phi Sorting: 0.54 Fines (230): 0.56% (SP)
Sample #2, Depth = 6.5' Mean (mm): 0.47, Phi Sorting: 1.19 Fines (230): 0.38% (SW) Single layer, Sand - medium grained, well sorted quartz sand with sparse fine shell hash and shell
fragments. Thin layer of increased shells at 3.0' to 3.2'. Shell fragments and whole shells are <0.1'., light brownish gray (2.5Y-6/2), (SP). Single layer, Sand - medium grained, poorly
sorted quartz sand with sparse to moderate medium grained shell hash, shell fragments and whole shells (<0.2'). Dark layer at 5.2' is hard packed, consolidated, black sandstone like
layer., light brownish gray (2.5Y-6/2), (SW). Single layer, Sand - very fine grained, poorly sorted quartz sand with abundant shell fragments. Little to no shell hash, but whole shells
and shell fragments are abundant (<0.15')., grayish brown (2.5Y-5/2), (SW). End of Boring NAD 1983North Carolina State Plane 12.7 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP
OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-09-17 13:14 -6.4 Ft. -6.4 06-09-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8.
TOTAL DEPTH OF BORING 14.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF
INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-49 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX
= 2,408,771 Y = 223,118 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG.
FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC.
REMARKS Boring Designation 2017-VC-TB-49 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on
measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -14.2 -16.9 -17.9 6.2 8.9 9.9 Sample #1, Depth = 0.5' Mean (mm): 0.24, Phi Sorting: 0.73
Fines (230): 0.23% (SP) Sample #2, Depth = 2.5' Mean (mm): 0.53, Phi Sorting: 1.26 Fines (230): 0.15% (SW) Single layer, Sand - medium grained, poorly sorted quartz sand with moderate
medium grained shell hash, shell fragments and whole shells (<0.1'). Less shell hash and shell fragments from 0.0' to 1.9'., gray (2.5Y-6/1), (SW). Single layer, Silty sand - very fine
grained, well sorted silty sand with little to no shell hash or shell fragments. Not beach compatible - no samples taken., dark gray (5Y-4/1), (SM). Single layer, Sand - fine grained,
very well sorted quartz sand with little to no shell hash or shell fragments. Very consistent clean quartz sand., grayish brown (2.5Y-5/2), (SP). End of Boring NAD 1983North Carolina
State Plane 9.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-09-17 13:37 -8.0 Ft. -8.0 06-09-17
0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION
OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-50 Topsail Beach Nourishment
2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,409,378 Y = 223,567 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND
TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0
Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-50 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP
JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -10.4 -16.8 1.0 7.4
Sample #1, Depth = 0.5' Mean (mm): 1.97, Phi Sorting: 1.92 Fines (230): 0.40% (SW) Sample #2, Depth = 1.5' Mean (mm): 0.35, Phi Sorting: 0.73 Fines (230): 0.19% (SP) Sample #3, Depth
= 2.7' Mean (mm): 0.71, Phi Sorting: 1.64 Fines (230): 0.59% (SW) Single layer, Shelly Sand - medium grained, poorly sorted with an abundance of shell fragments and whole shells. (<0.2'),
light gray (2.5Y-7/2), (GW). Single layer, Sand - fine to medium grained, poorly sorted quartz sand with sparse to moderate fine to medium grained shell hash and shell fragments (<0.1').
Increased shell hash and shell fragment content and darker gray in color from 2.3' to 3.9'., light gray (2.5Y-7/2), (SW). End of Boring NAD 1983North Carolina State Plane 7.4 Ft. STARTED
DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 12:37 -9.4 Ft. -9.4 06-11-17 0.0 6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 8.8 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-53 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach,
NC AUTO HAMMER MANUAL HAMMERX = 2,412,217 Y = 226,409 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13.
TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft)
0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-53 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths
and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -12.7 -16.3 -17.7 5.6 9.2 10.6 Sample #1, Depth = 0.9' Mean
(mm): 0.31, Phi Sorting: 0.82 Fines (230): 0.62% (SP) Sample #2, Depth = 3.9' Mean (mm): 0.25, Phi Sorting: 0.98 Fines (230): 0.45% (SW) Sample #3, Depth = 6.3' Mean (mm): 0.80, Phi
Sorting: 1.74 Fines (230): 0.43% (SW) Single layer, Sand - fine to medium grained, well sorted quartz sand with sparse fine shell hash and sparse small shell fragments (<0.1')., light
gray (2.5Y-7/1), (SP). Single layer, Shelly sand - medium grained, poorly sorted quartz sand with moderate to abundant fine to medium grained shell hash and shell fragments (<0.2').
Layer of predominately shells at 8.6' to 8.7'., light gray (2.5Y-7/1), (SW). Single layer, Silty sand - very fine grained well sorted silt and sand with sparse oyster shells. Not beach
compatible - no sample taken., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 10.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-11-17 13:07 -7.1 Ft. -7.1 06-11-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH
OF BORING 11.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14.
ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-54 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,412,741
Y = 226,942 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL
BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring
Designation 2017-VC-TB-54 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values
ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 -9.0 -14.5 -15.6 -20.1 3.4 8.9 10.0 14.5 Sample #1, Depth = 1.3' Mean (mm): 0.28, Phi Sorting: 0.56 Fines
(230): 0.31% (SP) Sample #2, Depth = 4.4' Mean (mm): 0.47, Phi Sorting: 1.33 Fines (230): 0.38% (SW) Single layer, Sand - fine grained, well sorted quartz sand with sparse to moderate
fine to medium grained shell hash. Small piece of wood at top of core and sparse very small shell fragments scattered thoughout., light gray (2.5Y-7/2), (SP). Single layer, Sand - fine
to medium grained, poorly sorted quartz sand with moderate to abundant medium grained shell hash and moderate shell fragments (<0.15'). Whole shells and shell content increases from
8.2' to 8.9'., light gray (2.5Y-7/1), (SW). Single layer, Shells - mostly whole shells and shell fragments with sparse quartz sand. Mixes with silty sand at very bottom. Not beach compatible
- no sample taken., gray (2.5Y-6/1), (GW). Single layer, Silty sand - very fine grained, well sorted silt and sand with sparse to moderate shell fragments and whole shells. Not beach
compatible - no sample taken., very dark gray (5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 14.4 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 13:54 -5.6 Ft. -5.6 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH
OF BORING 16.8 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14.
ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-57 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER MANUAL HAMMERX = 2,414,148
Y = 228,879 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL
BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring
Designation 2017-VC-TB-57 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values
ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -10.4 -16.4 1.5 7.5 Sample #1, Depth = 0.4' Mean (mm): 0.84, Phi Sorting: 1.51 Fines (230): 0.38% (SW)
Sample #2, Depth = 2.5' Mean (mm): 0.23, Phi Sorting: 0.41 Fines (230): 0.37% (SP) Sample #3, Depth = 6.5' Mean (mm): 0.34, Phi Sorting: 0.54 Fines (230): 3.23% (SP) Single layer, Shelly
sand - medium grained, poorly sorted quartz sand with moderate to abundant shell hash, shell fragments and whole shells (<0.2')., light brownish gray (2.5Y-6/2), (SW). Single layer,
Sand - medium grained, moderately well sorted quartz sand with sparse to moderate fine shell hash and sparse small shell fragments/whole shells (<0.1'). Shell hash content increases
slightly towards bottom of core and becomes coarser grained., light gray (2.5Y-7/2), (SP). End of Boring NAD 1983North Carolina State Plane 7.5 Ft. STARTED DIVISION INSTALLATION 16.
ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 06-10-17 12:37 -8.9 Ft. -8.9 06-10-17 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED
INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLLW DRILLING LOG JCP 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE
AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2017-VC-TB-58 Topsail Beach Nourishment 2017-2018 Town of Topsail Beach, NC AUTO HAMMER
MANUAL HAMMERX = 2,414,419 Y = 229,333 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER
CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20
25 LEGEND % REC. REMARKS Boring Designation 2017-VC-TB-58 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations
based on measured values ELEV. (ft) FLORIDA DEP ROSS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 1 2 3 -14.4 -14.9 6.0 6.5 Sample #1, Depth = 1.5' Mean (mm): 0.36, Phi Sorting:
1.44 Fines (230): 0.45% (SW) Sample #2, Depth = 4.2' Mean (mm): 0.27, Phi Sorting: 0.64 Fines (230): 0.50% (SP) Sample #3, Depth = 6.3' Mean (mm): 0.41, Phi Sorting: 1.47 Fines (230):
0.25% (SW) Single layer, Sand - fine to medium grained sand, moderately well-sorted quartz sand with sparse shell fragments (<0.1), upper 0.3 of core contains a thin layer of fines
and shell hash (<0.1') light gray (10YR-7/2), light gray (10YR-7/2), (SP). Single layer, Shelly sand- medium grained sand, well sorted quartz sand with moderate shell hash and fragments
up to 0.1'., light brownish gray (10YR-6/2), (SW). End of Boring NAD 1983North Carolina State Plane 6.5 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY
FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 09:35 -8.4 Ft. -8.4 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 7.0 Ft.
MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION
GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2018-VC-SC-01 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,421,003 Y = 235,099 CONTRACTOR
FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION
OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring
Designation 2018-VC-SC-01 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values
ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19 1 2 -14.4 -15.0 -16.6 5.2 5.8 7.4 Sample #1, Depth = 1.4' Mean (mm): 0.51, Phi Sorting: 1.50 Fines (230):
0.45% (SW) Sample #2, Depth = 4.6' Mean (mm): 0.38, Phi Sorting: 1.15 Fines (230): 0.12% (SW) Single layer, Sand, fine to medium grained, moderately well sorted quartz sand, sparse

shell fragments (<0.1'). 0' to 0.8' show an abundance in shell hash and fragments (0.1') with medium to corase grained sand., light gray (10YR-7/2), (SP). Single layer, Shelly sand
medium to coarse grained (<0.1), gray (10YR-6/1), (SW). Single layer, Silty sand very fined grained and moderately well sorted. 6.2' to 6.5' is fine quartz sand with oyster shells (<0.1).,
dark gray (7.5YR-4/1), (SM). End of Boring NAD 1983North Carolina State Plane 7.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION
COORDINATES 1. PROJECT 03-29-18 09:51 -9.2 Ft. -9.2 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 8.0 Ft. MLW DRILLING LOG Vibracore
SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE
BORING VERTICAL INCLINED 0.0 Ft. 2018-VC-SC-02 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,421,681 Y = 235,764 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL
Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2018-VC-SC-02 SHEET 1 OF 1 SHEETS
SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ
FL DEP ROSS.GDT 8/29/19 1 2 3 4 5 -9.3 -9.9 -11.8 -13.8 -16.1 3.5 4.1 6.0 8.0 10.3 Sample #1, Depth = 1.3' Mean (mm): 0.26, Phi Sorting: 0.90 Fines (230): 0.77% (SW) Sample #2, Depth
= 3.8' Mean (mm): 1.05, Phi Sorting: 2.26 Fines (230): 0.52% (SW) Sample #3, Depth = 5.3' Mean (mm): 0.40, Phi Sorting: 1.31 Fines (230): 0.39% (SW) Sample #4, Depth = 7.5' Mean (mm):
0.85, Phi Sorting: 1.69 Fines (230): 0.04% (SW) Sample #5, Depth = 8.3' Mean (mm): 0.33, Phi Sorting: 2.28 Fines (230): 9.10% (SW-SM) Single layer, Sand- fine grained, well sorted quartz
sand with sparse shell fragments., dark gray (10YR-4/1), (SP). Single layer, Shelly sand-medium to coarse grained quartz sand with shell fragments and shell hash (<0.1), gray (10YR-5/1),
(SW). Single layer, Sand- fine to medium grained, well sorted quartz sand with sparse shell fragments, light gray (2.5Y-7/1), (SP). Single layer, Shelly sand-medium to coarse grained
quartz sand with shell fragments and shell hash (<0.1), gray (10YR-5/1), (SW). Single layer, Silty sand- fine grained and moderately sorted with broken oyster shells (<0.1), very dark
gray (2.5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane 10.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION
COORDINATES 1. PROJECT 03-29-18 10:07 -5.8 Ft. -5.8 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLW DRILLING LOG Vibracore
SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE
BORING VERTICAL INCLINED 0.0 Ft. 2018-VC-SC-03 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,422,294 Y = 236,364 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL
Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING
AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2018-VC-SC-03 SHEET 1 OF 1 SHEETS
SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ
FL DEP ROSS.GDT 8/29/19 1 2 3 -10.3 -11.0 -16.2 3.0 3.7 8.9 Sample #1, Depth = 2.0' Mean (mm): 0.19, Phi Sorting: 0.51 Fines (230): 0.19% (SP) Sample #2, Depth = 3.4' Mean (mm): 0.71,
Phi Sorting: 1.82 Fines (230): 0.14% (SW) Sample #3, Depth = 6.5' Mean (mm): 0.24, Phi Sorting: 0.78 Fines (230): 0.05% (SP) Single layer, Sand-fine well sorted quartz sand with little
to no shell fragments, dark gray (10YR-4/1), (SP). Single layer, Shelly sand- medium to coarse grained quartz sand and abundant shell fragments and shell hash (<0.1'), light brownish
gray (10YR-6/2), (SW). Sand- fine to medium well sorted quartz sand little to no shell fragments or shell hash., gray (10YR-5/1), (SP). End of Boring NAD 1983North Carolina State Plane
8.9 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 10:23 -7.3 Ft. -7.3 03-29-18 0.0 6.
THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.5 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION
OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2018-VC-SC-04 Surf City Nourishment
2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,423,041 Y = 236,908 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies
0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2018-VC-SC-04 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA
DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19 1 2 3 -11.2 -15.0
-15.8 3.7 7.5 8.3 Sample #1, Depth = 1.8' Mean (mm): 0.23, Phi Sorting: 0.71 Fines (230): 0.54% (SP) Sample #2, Depth = 5.7' Mean (mm): 0.59, Phi Sorting: 1.79 Fines (230): 0.37% (SW)
Sample #3, Depth = 8.0' Mean (mm): 0.23, Phi Sorting: 0.73 Fines (230): 0.15% (SP) Sand - fine to medium grained, moderately well sorted quartz sand with sparse shell fragments and
shell hash (<0.1'). Shell hash and fragments concentrated at bottom of stratigraphic layer. Sparse silt at 2' to 3'., (SP). Sand - fine to medium grained, moderatly well sorted quartz
sand with moderate fine shell hash and shell fragments (<0.15')., (SW). Sand - fine to medium grained, well sorted clean quartz sand with minimal very fine shell hash., (SP). End of
Boring NAD 1983North Carolina State Plane 8.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 07-11-19
12:56 -7.5 Ft. -7.5 07-11-19 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 9.0 Ft. MLW DRILLING LOG Vibracore JCP 10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft.
2019-VC-SC-01 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,422,779 Y = 236,720 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan
Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2.
BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2019-VC-SC-01 SHEET 1 OF 1 SHEETS SAJ
FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ
FL DEP ROSS.GDT 8/29/19
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Core Photos/Individual Year Banks Channel Core Photos/2019 Banks Channel Core Photos.pdf

Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Grain Size Distribution Curves/2017 Individual Sample Grain Size Distribution.pdf
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.40 -2.21 8.33 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 2.38 Sample Sample Information Gravel
Silt and Clay 2.11 0.9 Topsail Beach Nourishment 2017-2018 08-21-17 DLM 2,407,955 222,705 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18
0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-28 #1 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -6.7 Elev. (ft)Symbol 12.00 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#230 - 0.82 -0.48 3.14 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20
30 40 50 60 70 80 90 100 0 SW 0.33 Sample Sample Information Gravel Silt and Clay 0.22 1.32 Topsail Beach Nourishment 2017-2018 08-22-17 JWC 2,407,955 222,705 NAD 1983 MLLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-28 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -13.1 Elev. (ft)Symbol 42.80 SIEVE ANALYSIS TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.42 -2.19 9.88 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.38 Sample Sample Information Gravel Silt and Clay 2.15 0.83 Topsail Beach Nourishment 2017-2018
08-22-17 JWC 2,408,542 223,363 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-29 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -9.6
Elev. (ft)Symbol 9.40 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.22 -0.44 3.18 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 0.18 Sample Sample Information Gravel
Silt and Clay 0.06 1.23 Topsail Beach Nourishment 2017-2018 08-22-17 JWC 2,408,542 223,363 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0
18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-29 #2 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -12.0 Elev. (ft)Symbol 44.30 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#230 - 0.20 -1.43 6.34 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20
30 40 50 60 70 80 90 100 0 SP 1.6 Sample Sample Information Gravel Silt and Clay 1.45 0.85 Topsail Beach Nourishment 2017-2018 08-22-17 JWC 2,409,180 223,993 NAD 1983 MLLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-30 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -13.4 Elev. (ft)Symbol 24.30 SIEVE ANALYSIS TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.42 -1.4 5.26 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 0.94 Sample Sample Information Gravel Silt and Clay 0.52 1.56 Topsail Beach Nourishment 2017-2018
08-22-17 JWC 2,409,570 224,723 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-31 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -10.1
Elev. (ft)Symbol 29.20 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.38 -1.75 7.22 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 2.09 Sample Sample Information Gravel
Silt and Clay 1.9 0.88 Topsail Beach Nourishment 2017-2018 08-23-17 JWC 2,410,333 225,075 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18
0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-32 #1 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -8.8 Elev. (ft)Symbol 13.90 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#230 - 0.34 -1.08 5.03 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20
30 40 50 60 70 80 90 100 0 SW 1.15 Sample Sample Information Gravel Silt and Clay 0.96 1.11 Topsail Beach Nourishment 2017-2018 08-23-17 DLM 2,410,333 225,075 NAD 1983 MLLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-32 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -14.0 Elev. (ft)Symbol 32.90 SIEVE ANALYSIS TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.44 -1.2 4.17 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 0.94 Sample Sample Information Gravel Silt and Clay 0.54 1.53 Topsail Beach Nourishment 2017-2018
08-23-17 DLM 2,411,001 225,699 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-33 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -9.5
Elev. (ft)Symbol 31.70 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.24 -1.78 9.21 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.21 Sample Sample Information Gravel
Silt and Clay 2.04 0.62 Topsail Beach Nourishment 2017-2018 08-22-17 JWC 2,411,001 225,699 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0
18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-33 #2 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -12.9 Elev. (ft)Symbol 12.00 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#230 - 0.49 -0.72 2.69 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20
30 40 50 60 70 80 90 100 0 SW 0.09 Sample Sample Information Gravel Silt and Clay -0.44 2.19 Topsail Beach Nourishment 2017-2018 08-23-17 DLM 2,411,803 226,085 NAD 1983 MLLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-34 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -11.1 Elev. (ft)Symbol 35.60 SIEVE ANALYSIS TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.45 -2.04 9.65 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.02 Sample Sample Information Gravel Silt and Clay 1.85 0.76 Topsail Beach Nourishment 2017-2018
08-22-17 DLM 2,411,803 226,085 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-34 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -15.0
Elev. (ft)Symbol 13.00 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.62 -1.21 4.32 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.73 Sample Sample Information Gravel
Silt and Clay 1.35 1.29 Topsail Beach Nourishment 2017-2018 08-23-17 DLM 2,412,137 226,951 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0
18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-35 #1 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -11.6 Elev. (ft)Symbol 25.10 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#200 - 0.25 #230 - 0.25 -1.8 7.55 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By
Weight 10 20 30 40 50 60 70 80 90 100 0 SP 1.86 Sample Sample Information Gravel Silt and Clay 1.72 0.67 Topsail Beach Nourishment 2017-2018 08-09-17 CAB 2,412,137 226,951 NAD 1983
MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170
4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-35 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -18.6 Elev. (ft)Symbol 5.80 SIEVE ANALYSIS
TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100
0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.66 -1.71 11.55 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft):
Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.35 Sample Sample Information Gravel Silt and Clay 2.31 0.41 Topsail
Beach Nourishment 2017-2018 08-14-17 DLM 2,412,669 227,697 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120
3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-36 #1 Comments: USCS % Fines % Organics % Carbonates
Median Mean Skew Kurt Sort -8.3 Elev. (ft)Symbol 4.80 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411
ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.45 #230 - 0.45 -0.66 2.67
Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90
100 0 SW 0.58 Sample Sample Information Gravel Silt and Clay 0.27 1.66 Topsail Beach Nourishment 2017-2018 08-09-17 CAB 2,412,669 227,697 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve
Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8
2 60 -4.25 3/4 2017-VC-TB-36 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -10.4 Elev. (ft)Symbol 39.20 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP
ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse
Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.55 #230 - 0.55 -1.62 5.53 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.3 Sample Sample Information Gravel Silt and Clay 0.92 1.37 Topsail Beach Nourishment 2017-2018
08-09-17 CAB 2,412,669 227,697 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-36 #3 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -12.9
Elev. (ft)Symbol 22.60 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.33 #230 - 0.33 -2.62 12.77 Project Name: Analysis Date:
Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 1.91 Sample Sample Information
Gravel Silt and Clay 1.76 0.81 Topsail Beach Nourishment 2017-2018 08-09-17 CAB 2,412,950 228,266 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5
14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-37 #1 Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -12.5 Elev. (ft)Symbol 9.70 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc.
9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer
By Weight #200 - 3.50 #230 - 2.61 -2.26 15.48 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent
Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.84 Sample Sample Information Gravel Silt and Clay 2.85 0.44 Topsail Beach Nourishment 2017-2018 08-11-17 DLM 2,412,950 228,266
NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values
3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-37 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -16.6 Elev. (ft)Symbol 2.70
SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50
60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.49 #230 - 0.49 -2.3 9.24 Project Name: Analysis Date: Analyzed By: Easting
(X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.4 Sample Sample Information Gravel Silt
and Clay 2.17 0.78 Topsail Beach Nourishment 2017-2018 08-09-17 CAB 2,413,730 228,968 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5
25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-38 #1 Comments: USCS % Fines
% Organics % Carbonates Median Mean Skew Kurt Sort -7.6 Elev. (ft)Symbol 10.70 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market
Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230
- 0.39 -0.53 3.03 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30

40 50 60 70 80 90 100 0 SW 0.67 Sample Sample Information Gravel Silt and Clay 0.58 1.19 Topsail Beach Nourishment 2017-2018 08-23-17 JWC 2,413,730 228,968 NAD 1983 MLLW PHI Sieve Sizes
Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25
4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-38 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -12.2 Elev. (ft)Symbol 39.40 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ
FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.69 -1.56 5.85 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.12 Sample Sample Information Gravel Silt and Clay 0.65 1.62 Topsail Beach Nourishment 2017-2018
08-22-17 DLM 2,413,730 228,968 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-38 #3 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -15.5
Elev. (ft)Symbol 40.30 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.35 -2.71 16 Project Name: Analysis Date: Analyzed By: Easting
(X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.43 Sample Sample Information Gravel Silt
and Clay 2.39 0.43 Topsail Beach Nourishment 2017-2018 08-22-17 DLM 2,414,397 229,589 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5
25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-39 #1 Comments: USCS % Fines
% Organics % Carbonates Median Mean Skew Kurt Sort -6.0 Elev. (ft)Symbol 6.60 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market
Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230
- 0.47 0.1 3.45 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40
50 60 70 80 90 100 0 SW 0.14 Sample Sample Information Gravel Silt and Clay 0.17 1.11 Topsail Beach Nourishment 2017-2018 08-22-17 DLM 2,414,397 229,589 NAD 1983 MLLW PHI Sieve Sizes
Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25
4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-39 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -12.4 Elev. (ft)Symbol 42.50 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ
FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.34 #230 - 0.34 -1.56 5.6 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal
System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.05 Sample Sample Information Gravel Silt and Clay 0.69 1.36 Topsail Beach Nourishment
2017-2018 08-09-17 CAB 2,414,397 229,589 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths
and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-39 #3 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew
Kurt Sort -14.8 Elev. (ft)Symbol 41.30 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358
fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.68 -1.3 3.91 Project Name: Analysis Date:
Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.53 Sample Sample Information
Gravel Silt and Clay 0.97 1.68 Topsail Beach Nourishment 2017-2018 08-22-17 DLM 2,415,238 229,962 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5
14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-40 #1 Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -10.8 Elev. (ft)Symbol 26.00 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc.
9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer
By Weight #230 - 0.44 -1.68 9.72 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight
10 20 30 40 50 60 70 80 90 100 0 SP 2.16 Sample Sample Information Gravel Silt and Clay 2.09 0.49 Topsail Beach Nourishment 2017-2018 08-22-17 DLM 2,415,238 229,962 NAD 1983 MLLW PHI
Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4
230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-40 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -15.4 Elev. (ft)Symbol 7.00 SIEVE ANALYSIS TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.65 -0.97 4.01 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.91 Sample Sample Information Gravel Silt and Clay 1.75 0.89 Topsail Beach Nourishment 2017-2018
08-23-17 JWC 2,415,903 230,594 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-41 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -10.3
Elev. (ft)Symbol 12.40 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.44 #230 - 0.44 -1.94 10 Project Name: Analysis Date: Analyzed
By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 1.4 Sample Sample Information
Gravel Silt and Clay 1.32 0.82 Topsail Beach Nourishment 2017-2018 08-14-17 JWC 2,415,903 230,594 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5
14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-41 #2 Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -15.5 Elev. (ft)Symbol 18.10 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc.
9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer
By Weight #200 - 0.44 #230 - 0.44 -2.29 11.47 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent
Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.3 Sample Sample Information Gravel Silt and Clay 2.09 0.73 Topsail Beach Nourishment 2017-2018 08-14-17 DLM 2,416,709 230,948
NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values
3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-42 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -11.1 Elev. (ft)Symbol 8.00
SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50
60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.48 #230 - 0.48 -1.15 3.42 Project Name: Analysis Date: Analyzed By: Easting
(X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 0.99 Sample Sample Information Gravel Silt
and Clay 0.38 1.72 Topsail Beach Nourishment 2017-2018 08-14-17 JWC 2,416,709 230,948 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5
25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-42 #2 Comments: USCS % Fines
% Organics % Carbonates Median Mean Skew Kurt Sort -14.6 Elev. (ft)Symbol 40.30 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market
Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200
- 0.36 #230 - 0.36 -2.47 12.6 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight
10 20 30 40 50 60 70 80 90 100 0 SP 2.12 Sample Sample Information Gravel Silt and Clay 2 0.57 Topsail Beach Nourishment 2017-2018 08-10-17 DLM 2,417,144 231,753 NAD 1983 MLLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-43 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -10.5 Elev. (ft)Symbol 6.70 SIEVE ANALYSIS TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.74 -1.47 5.61 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 2.14 Sample Sample Information Gravel Silt and Clay 1.87 0.9 Topsail Beach Nourishment 2017-2018
08-21-17 DLM 2,417,805 232,407 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-44 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -11.4
Elev. (ft)Symbol 10.80 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 2.44 -3.31 13.04 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 2.64 Sample Sample Information Gravel
Silt and Clay 2.32 1.49 Topsail Beach Nourishment 2017-2018 08-21-17 JWC 2,417,805 232,407 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0
18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-44 #2 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -14.0 Elev. (ft)Symbol 6.80 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#200 - 0.79 #230 - 0.69 -0.91 3.05 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By
Weight 10 20 30 40 50 60 70 80 90 100 0 SW 0.78 Sample Sample Information Gravel Silt and Clay 0.19 2.23 Topsail Beach Nourishment 2017-2018 08-14-17 JWC 2,418,250 233,161 NAD 1983
MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170
4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-45 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -9.7 Elev. (ft)Symbol 38.20 SIEVE ANALYSIS
TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100
0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.15 #230 - 0.15 -3.05 19.14 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing
(Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.29 Sample Sample Information Gravel Silt and Clay 2.2 0.55
Topsail Beach Nourishment 2017-2018 08-09-17 CAB 2,418,975 233,414 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5
80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-46 #1 Comments: USCS % Fines % Organics % Carbonates
Median Mean Skew Kurt Sort -7.0 Elev. (ft)Symbol 5.40 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411
ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.20 -1.52 5.66 Project
Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW
1.3 Sample Sample Information Gravel Silt and Clay 1.01 1.33 Topsail Beach Nourishment 2017-2018 08-14-17 DLM 2,418,975 233,414 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer
Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4
2017-VC-TB-46 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -10.2 Elev. (ft)Symbol 35.20 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17
TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse
Medium Fine Percent Finer By Weight #230 - 0.75 -2.46 18.92 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16
-1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.74 Sample Sample Information Gravel Silt and Clay 2.78 0.4 Topsail Beach Nourishment 2017-2018 08-22-17 DLM 2,419,673
233,992 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured
values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-47 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -5.8 Elev. (ft)Symbol
8.40 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40
50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.79 -2.2 8.79 Project Name: Analysis Date: Analyzed By: Easting (X, ft):
Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.79 Sample Sample Information Gravel Silt and Clay
1.51 1.24 Topsail Beach Nourishment 2017-2018 08-23-17 JWC 2,419,673 233,992 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35
1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-47 #2 Comments: USCS % Fines % Organics
% Carbonates Median Mean Skew Kurt Sort -8.4 Elev. (ft)Symbol 17.60 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.55 -1.92 7.99
Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90
100 0 SW 1.72 Sample Sample Information Gravel Silt and Clay 1.5 0.99 Topsail Beach Nourishment 2017-2018 08-22-17 DLM 2,420,456 234,354 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve
Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8
2 60 -4.25 3/4 2017-VC-TB-48 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -12.0 Elev. (ft)Symbol 18.70 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP
ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse
Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.09 #230 - 0.09 -2.35 13.8 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.18 Sample Sample Information Gravel Silt and Clay 2.09 0.55 Topsail Beach Nourishment 2017-2018
08-09-17 CAB 2,420,456 234,354 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-48 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -15.7
Elev. (ft)Symbol 7.70 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.56 -1.8 11.08 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.06 Sample Sample Information Gravel
Silt and Clay 1.98 0.54 Topsail Beach Nourishment 2017-2018 08-21-17 DLM 2,408,771 223,118 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0
18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-49 #1 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -7.3 Elev. (ft)Symbol 7.50 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#230 - 0.38 -0.78 3.25 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20
30 40 50 60 70 80 90 100 0 SW 1.31 Sample Sample Information Gravel Silt and Clay 1.08 1.19 Topsail Beach Nourishment 2017-2018 08-21-17 DLM 2,408,771 223,118 NAD 1983 MLLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-49 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -12.9 Elev. (ft)Symbol 28.30 SIEVE ANALYSIS TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.28 #230 - 0.23 -2.35 11.9 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal
System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.21 Sample Sample Information Gravel Silt and Clay 2.04 0.73 Topsail Beach Nourishment
2017-2018 08-10-17 CAB 2,409,378 223,567 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths
and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-50 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew
Kurt Sort -8.5 Elev. (ft)Symbol 9.70 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358
fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #200 - 0.15 #230 - 0.15 -0.87 3.37 Project Name:
Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.15
Sample Sample Information Gravel Silt and Clay 0.91 1.26 Topsail Beach Nourishment 2017-2018 08-10-17 CAB 2,409,378 223,567 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer
Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4
2017-VC-TB-50 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -10.5 Elev. (ft)Symbol 27.00 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17
TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse
Medium Fine Percent Finer By Weight #230 - 0.40 0.07 2.2 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5
7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW Sample Sample Information Gravel Silt and Clay -0.98 1.92 Topsail Beach Nourishment 2017-2018 08-18-17 DLM 2,412,217
226,409 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured
values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-53 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -9.9 Elev. (ft)Symbol
55.10 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30
40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.19 -1.09 6.05 Project Name: Analysis Date: Analyzed By: Easting (X,
ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 1.58 Sample Sample Information Gravel Silt and
Clay 1.51 0.73 Topsail Beach Nourishment 2017-2018 08-18-17 DLM 2,412,217 226,409 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25
1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-53 #2 Comments: USCS % Fines
% Organics % Carbonates Median Mean Skew Kurt Sort -10.9 Elev. (ft)Symbol 18.30 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market
Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230
- 0.59 -0.91 3.24 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30
40 50 60 70 80 90 100 0 SW 0.86 Sample Sample Information Gravel Silt and Clay 0.5 1.64 Topsail Beach Nourishment 2017-2018 08-15-17 JWC 2,412,217 226,409 NAD 1983 MLLW PHI Sieve Sizes
Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25
4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-53 #3 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -12.1 Elev. (ft)Symbol 33.60 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ
FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.62 -1.31 4.76 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 1.94 Sample Sample Information Gravel Silt and Clay 1.68 0.82 Topsail Beach Nourishment 2017-2018
08-18-17 DLM 2,412,741 226,942 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-54 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -8.0
Elev. (ft)Symbol 20.00 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.45 -2.93 13.17 Project Name: Analysis Date: Analyzed By:

Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 2.29 Sample Sample Information Gravel
Silt and Clay 2.01 0.98 Topsail Beach Nourishment 2017-2018 08-14-17 DLM 2,412,741 226,942 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0
18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-54 #2 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -11.0 Elev. (ft)Symbol 10.40 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#230 - 0.43 -0.73 2.59 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20
30 40 50 60 70 80 90 100 0 SW 0.77 Sample Sample Information Gravel Silt and Clay 0.32 1.74 Topsail Beach Nourishment 2017-2018 08-17-17 DLM 2,412,741 226,942 NAD 1983 MLLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-54 #3 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -13.4 Elev. (ft)Symbol 40.00 SIEVE ANALYSIS TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.31 -1.7 8.08 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 1.95 Sample Sample Information Gravel Silt and Clay 1.83 0.56 Topsail Beach Nourishment 2017-2018
08-15-17 MAW 2,414,148 228,879 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-57 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -6.9
Elev. (ft)Symbol 9.50 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.38 -1.06 3.9 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SW 1.35 Sample Sample Information Gravel
Silt and Clay 1.08 1.33 Topsail Beach Nourishment 2017-2018 08-18-17 DLM 2,414,148 228,879 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0
18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-57 #2 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -10.0 Elev. (ft)Symbol 27.70 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight
#230 - 0.38 -0.33 2.59 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20
30 40 50 60 70 80 90 100 0 SW 0.39 Sample Sample Information Gravel Silt and Clay 0.25 1.51 Topsail Beach Nourishment 2017-2018 08-23-17 DLM 2,414,419 229,333 NAD 1983 MLLW PHI Sieve
Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230
-2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-58 #1 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -9.3 Elev. (ft)Symbol 25.40 SIEVE ANALYSIS TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone] 30 40 50 60 70 80 90 100 0.00150.0150.1515105100
Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 0.37 -1.4 6.66 Project Name: Analysis Date: Analyzed By: Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical
System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 2.22 Sample Sample Information Gravel Silt and Clay 2.15 0.41 Topsail Beach Nourishment 2017-2018
08-23-17 DLM 2,414,419 229,333 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0 18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations
based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-58 #2 Comments: USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort -11.4
Elev. (ft)Symbol 9.20 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
0 10 20 30 40 50 60 70 80 90 100 0.00150.0150.1515105100 Sand Coarse Fine Coarse Medium Fine Percent Finer By Weight #230 - 3.23 -1.2 6.12 Project Name: Analysis Date: Analyzed By:
Easting (X, ft): Northing (Y, ft): Horizontal System: Vertical System: -3 5/16 -1.5 7 Percent Coarser By Weight 10 20 30 40 50 60 70 80 90 100 0 SP 1.66 Sample Sample Information Gravel
Silt and Clay 1.56 0.54 Topsail Beach Nourishment 2017-2018 08-23-17 DLM 2,414,419 229,333 NAD 1983 MLLW PHI Sieve Sizes Standard Sieve Sizes Hydrometer Millimeters -1 10 -0.5 14 0
18 0.5 25 1 35 1.5 45 2.5 80 3 120 3.75 200 Depths and elevations based on measured values 3.5 170 4 230 -2 5 -2.25 4 -4 5/8 2 60 -4.25 3/4 2017-VC-TB-58 #3 Comments: USCS
% Fines % Organics % Carbonates Median Mean Skew Kurt Sort -15.4 Elev. (ft)Symbol 29.30 SIEVE ANALYSIS TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Core Logs/Individual Year Banks Channel Core Logs/2018 Banks Channel Core Logs.pdf
1 2 3 -14.4 -14.9 6.0 6.5 Sample #1, Depth = 1.5' Mean (mm): 0.36, Phi Sorting: 1.44 Fines (230): 0.45% (SW) Sample #2, Depth = 4.2' Mean (mm): 0.27, Phi Sorting: 0.64 Fines (230): 0.50%
(SP) Sample #3, Depth = 6.3' Mean (mm): 0.41, Phi Sorting: 1.47 Fines (230): 0.25% (SW) Single layer, Sand - fine to medium grained sand, moderately well-sorted quartz sand with sparse
shell fragments (<0.1), upper 0.3 of core contains a thin layer of fines and shell hash (<0.1') light gray (10YR-7/2), light gray (10YR-7/2), (SP). Single layer, Shelly sand- medium
grained sand, well sorted quartz sand with moderate shell hash and fragments up to 0.1'., light brownish gray (10YR-6/2), (SW). End of Boring NAD 1983North Carolina State Plane 6.5
Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 09:35 -8.4 Ft. -8.4 03-29-18 0.0 6. THICKNESS
OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 7.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2018-VC-SC-01 Surf City Nourishment 2018-2019
Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,421,003 Y = 235,099 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL
SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft.
3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2018-VC-SC-01 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN
04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19 1 2 -14.4 -15.0 -16.6 5.2
5.8 7.4 Sample #1, Depth = 1.4' Mean (mm): 0.51, Phi Sorting: 1.50 Fines (230): 0.45% (SW) Sample #2, Depth = 4.6' Mean (mm): 0.38, Phi Sorting: 1.15 Fines (230): 0.12% (SW) Single
layer, Sand, fine to medium grained, moderately well sorted quartz sand, sparse shell fragments (<0.1'). 0' to 0.8' show an abundance in shell hash and fragments (0.1') with medium
to corase grained sand., light gray (10YR-7/2), (SP). Single layer, Shelly sand medium to coarse grained (<0.1), gray (10YR-6/1), (SW). Single layer, Silty sand very fined grained and
moderately well sorted. 6.2' to 6.5' is fine quartz sand with oyster shells (<0.1)., dark gray (7.5YR-4/1), (SM). End of Boring NAD 1983North Carolina State Plane 7.3 Ft. STARTED DIVISION
INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 09:51 -9.2 Ft. -9.2 03-29-18 0.0 6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 8.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED
(UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2018-VC-SC-02 Surf City Nourishment 2018-2019 Surf City, NC AUTO
HAMMER MANUAL HAMMERX = 2,421,681 Y = 235,764 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL
NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BOX OR SAMPLE
DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2018-VC-SC-02 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF
MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19 1 2 3 4 5 -9.3 -9.9 -11.8 -13.8 -16.1 3.5 4.1
6.0 8.0 10.3 Sample #1, Depth = 1.3' Mean (mm): 0.26, Phi Sorting: 0.90 Fines (230): 0.77% (SW) Sample #2, Depth = 3.8' Mean (mm): 1.05, Phi Sorting: 2.26 Fines (230): 0.52% (SW) Sample
#3, Depth = 5.3' Mean (mm): 0.40, Phi Sorting: 1.31 Fines (230): 0.39% (SW) Sample #4, Depth = 7.5' Mean (mm): 0.85, Phi Sorting: 1.69 Fines (230): 0.04% (SW) Sample #5, Depth = 8.3'
Mean (mm): 0.33, Phi Sorting: 2.28 Fines (230): 9.10% (SW-SM) Single layer, Sand- fine grained, well sorted quartz sand with sparse shell fragments., dark gray (10YR-4/1), (SP). Single
layer, Shelly sand-medium to coarse grained quartz sand with shell fragments and shell hash (<0.1), gray (10YR-5/1), (SW). Single layer, Sand- fine to medium grained, well sorted quartz
sand with sparse shell fragments, light gray (2.5Y-7/1), (SP). Single layer, Shelly sand-medium to coarse grained quartz sand with shell fragments and shell hash (<0.1), gray (10YR-5/1),
(SW). Single layer, Silty sand- fine grained and moderately sorted with broken oyster shells (<0.1), very dark gray (2.5Y-3/1), (SM). End of Boring NAD 1983North Carolina State Plane
10.3 Ft. STARTED DIVISION INSTALLATION 16. ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 10:07 -5.8 Ft. -5.8 03-29-18 0.0 6.
THICKNESS OF OVERBURDEN 7. DEPTH DRILLED INTO ROCK 8. TOTAL DEPTH OF BORING 11.0 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION
OF DRILL DISTURBED UNDISTURBED (UD) 18. SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2018-VC-SC-03 Surf City Nourishment
2018-2019 Surf City, NC AUTO HAMMER MANUAL HAMMERX = 2,422,294 Y = 236,364 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES 13. TOTAL NUMBER CORE BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies
0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft) 0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2018-VC-SC-03 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA
DEP JUN 04 CLASSIFICATION OF MATERIALS Depths and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19 1 2 3 -10.3 -11.0
-16.2 3.0 3.7 8.9 Sample #1, Depth = 2.0' Mean (mm): 0.19, Phi Sorting: 0.51 Fines (230): 0.19% (SP) Sample #2, Depth = 3.4' Mean (mm): 0.71, Phi Sorting: 1.82 Fines (230): 0.14% (SW)
Sample #3, Depth = 6.5' Mean (mm): 0.24, Phi Sorting: 0.78 Fines (230): 0.05% (SP) Single layer, Sand-fine well sorted quartz sand with little to no shell fragments, dark gray (10YR-4/1),
(SP). Single layer, Shelly sand- medium to coarse grained quartz sand and abundant shell fragments and shell hash (<0.1'), light brownish gray (10YR-6/2), (SW). Sand- fine to medium
well sorted quartz sand little to no shell fragments or shell hash., gray (10YR-5/1), (SP). End of Boring NAD 1983North Carolina State Plane 8.9 Ft. STARTED DIVISION INSTALLATION 16.
ELEVATION TOP OF BORING 17. TOTAL RECOVERY FOR BORING LOCATION COORDINATES 1. PROJECT 03-29-18 10:23 -7.3 Ft. -7.3 03-29-18 0.0 6. THICKNESS OF OVERBURDEN 7. DEPTH DRILLED
INTO ROCK 8. TOTAL DEPTH OF BORING 9.5 Ft. MLW DRILLING LOG Vibracore SJF 10. COORDINATE SYSTEM/DATUM 11. MANUFACTURER'S DESIGNATION OF DRILL DISTURBED UNDISTURBED (UD) 18.
SIGNATURE AND TITLE OF INSPECTOR 14. ELEVATION GROUND WATER 15. DATE BORING VERTICAL INCLINED 0.0 Ft. 2018-VC-SC-04 Surf City Nourishment 2018-2019 Surf City, NC AUTO HAMMER MANUAL
HAMMERX = 2,423,041 Y = 236,908 CONTRACTOR FILE NO. COMPLETED VERTICALHORIZONTAL Palmer McClellan Usace-Saw 9. SIZE AND TYPE OF BIT 12. TOTAL SAMPLES 13. TOTAL NUMBER CORE
BOXES DEG. FROM VERTICAL BEARING5. DIRECTION OF BORING 4. NAME OF DRILLER 3. DRILLING AGENCY 2. BORING DESIGNATION Athena Technologies 0.0 Ft. 3.0 In. BOX OR SAMPLE DEPTH (ft)
0 5 10 15 20 25 LEGEND % REC. REMARKS Boring Designation 2018-VC-SC-04 SHEET 1 OF 1 SHEETS SAJ FORM 1836 JUN 02 MODIFIED FOR THE FLORIDA DEP JUN 04 CLASSIFICATION OF MATERIALS Depths
and elevations based on measured values ELEV. (ft) FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19
Surf City_Banks Channel Permit Application/Appendix A - Geotech Info/Granularmetric Tables/2017 Individual Sample Granularmetric Tables.pdf
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 0.20 0.10 0.20 0.10 5 -2.00 4.00 0.20 0.10 0.40 0.20 7 -1.50
2.83 1.00 0.49 1.40 0.69 10 -1.00 2.00 2.10 1.04 3.50 1.73 14 -0.50 1.41 2.90 1.43 6.40 3.17 18 0.00 1.00 3.70 1.83 10.10 5.00 25 0.50 0.71 4.70 2.32 14.80 7.32 35 1.00 0.50 5.60 2.77
20.40 10.09 45 1.50 0.35 8.90 4.40 29.30 14.49 60 2.00 0.25 18.40 9.10 47.70 23.59 70 2.25 0.21 23.40 11.57 71.10 35.16 80 2.50 0.18 55.60 27.50 126.70 62.66 100 2.75 0.15 54.80 27.10
181.50 89.76 120 3.00 0.13 13.90 6.87 195.40 96.64 170 3.50 0.09 5.80 2.87 201.20 99.51 200 3.74 0.07 0.10 0.05 201.30 99.55 230 4.00 0.06 0.10 0.05 201.40 99.60 Sorting 0.9 Skewness
-2.21 Kurtosis 8.33 -6.7 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,407,955 222,705 North Carolina State Plane Granularmetric Report Northing
(ft): Munsell: 0.30 Mean Phi 2.11 Phi 5 2.94 Phi 16 2.70 Phi 25 2.61 Phi 50 2.38 Phi 75 2.03 Phi 84 1.58 202.20 Phi 95 0.00 Mean mm 0.23 Moment Statistics Fines (%): 202.20 0.20 Project
Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-28 #1 Analysis Date: 08-21-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting
(ft): #230 - 0.40 Organics (%): Carbonates (%): 12.00 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]" -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 2.30 1.11 2.30 1.11 4 -2.25 4.76 7.20 3.47 9.50
4.58 5 -2.00 4.00 2.90 1.40 12.40 5.98 7 -1.50 2.83 7.90 3.81 20.30 9.79 10 -1.00 2.00 13.40 6.46 33.70 16.26 14 -0.50 1.41 21.20 10.23 54.90 26.48 18 0.00 1.00 27.00 13.02 81.90 39.51
25 0.50 0.71 32.50 15.68 114.40 55.19 35 1.00 0.50 32.60 15.73 147.00 70.91 45 1.50 0.35 24.40 11.77 171.40 82.68 60 2.00 0.25 17.10 8.25 188.50 90.93 70 2.25 0.21 5.80 2.80 194.30
93.73 80 2.50 0.18 5.90 2.85 200.20 96.58 100 2.75 0.15 4.30 2.07 204.50 98.65 120 3.00 0.13 0.80 0.39 205.30 99.04 170 3.50 0.09 0.30 0.14 205.60 99.18 200 3.74 0.07 0.00 0.00 205.60
99.18 230 4.00 0.06 0.00 0.00 205.60 99.18 Sorting 1.32 Skewness -0.48 Kurtosis 3.14 -13.1 MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained
% Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,407,955
222,705 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.72 Mean Phi 0.22 Phi 5 2.36 Phi 16 1.58 Phi 25 1.17 Phi 50 0.33 Phi 75 -0.57 Phi 84 -1.02 207.30 Phi
95 -2.18 Mean mm 0.86 Moment Statistics Fines (%): 207.30 0.20 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-28 #2 Analysis Date: 08-22-17 Analyzed By:
JWC Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.82 Organics (%): Carbonates (%): 42.80 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.50 0.23 0.50 0.23 5 -2.00 4.00 0.30 0.14 0.80 0.37 7 -1.50 2.83 0.80 0.37 1.60 0.74 10 -1.00 2.00 1.00 0.46 2.60 1.21 14 -0.50 1.41
1.70 0.79 4.30 2.00 18 0.00 1.00 2.10 0.98 6.40 2.98 25 0.50 0.71 3.50 1.63 9.90 4.60 35 1.00 0.50 7.70 3.58 17.60 8.18 45 1.50 0.35 14.80 6.88 32.40 15.06 60 2.00 0.25 25.20 11.72
57.60 26.78 70 2.25 0.21 21.90 10.18 79.50 36.96 80 2.50 0.18 55.00 25.57 134.50 62.53 100 2.75 0.15 54.20 25.20 188.70 87.73 120 3.00 0.13 15.20 7.07 203.90 94.79 170 3.50 0.09 9.80
4.56 213.70 99.35 200 3.74 0.07 0.30 0.14 214.00 99.49 230 4.00 0.06 0.20 0.09 214.20 99.58 Sorting 0.83 Skewness -2.19 Kurtosis 9.88 -9.6 MLLW Sieve Number Dry - 2.5Y-7/2SP Sieve Size
(Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained
(g): Sieve Loss (%): Coordinate System: 2,408,542 223,363 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.23 Mean Phi 2.15 Phi 5 3.02 Phi 16 2.71 Phi 25 2.62
Phi 50 2.38 Phi 75 1.92 Phi 84 1.54 215.10 Phi 95 0.56 Mean mm 0.23 Moment Statistics Fines (%): 215.10 0.40 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-29
#1 Analysis Date: 08-22-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.42 Organics (%): Carbonates (%): 9.40 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 1.40 0.63 1.40 0.63 4 -2.25 4.76 9.60 4.30 11.00 4.92 5 -2.00 4.00 3.30 1.48 14.30 6.40 7 -1.50 2.83 10.60 4.74 24.90
11.15 10 -1.00 2.00 15.20 6.80 40.10 17.95 14 -0.50 1.41 25.50 11.41 65.60 29.36 18 0.00 1.00 30.50 13.65 96.10 43.02 25 0.50 0.71 42.40 18.98 138.50 62.00 35 1.00 0.50 35.40 15.85
173.90 77.84 45 1.50 0.35 28.30 12.67 202.20 90.51 60 2.00 0.25 11.00 4.92 213.20 95.43 70 2.25 0.21 2.90 1.30 216.10 96.73 80 2.50 0.18 2.70 1.21 218.80 97.94 100 2.75 0.15 3.00 1.34
221.80 99.28 120 3.00 0.13 0.70 0.31 222.50 99.60 170 3.50 0.09 0.40 0.18 222.90 99.78 200 3.74 0.07 0.00 0.00 222.90 99.78 230 4.00 0.06 0.00 0.00 222.90 99.78 Sorting 1.23 Skewness
-0.44 Kurtosis 3.18 -12.0 MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,408,542 223,363 North Carolina State Plane Granularmetric Report Northing
(ft): Munsell: 0.18 Mean Phi 0.06 Phi 5 1.96 Phi 16 1.24 Phi 25 0.91 Phi 50 0.18 Phi 75 -0.69 Phi 84 -1.14 223.40 Phi 95 -2.24 Mean mm 0.96 Moment Statistics Fines (%): 223.40 0.10
Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-29 #2 Analysis Date: 08-22-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values
Easting (ft): #230 - 0.22 Organics (%): Carbonates (%): 44.30 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]" -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 0.70 0.34 0.70
0.34 5 -2.00 4.00 0.20 0.10 0.90 0.44 7 -1.50 2.83 1.30 0.64 2.20 1.07 10 -1.00 2.00 1.80 0.88 4.00 1.95 14 -0.50 1.41 3.50 1.71 7.50 3.66 18 0.00 1.00 4.80 2.34 12.30 6.01 25 0.50
0.71 10.70 5.23 23.00 11.24 35 1.00 0.50 19.50 9.53 42.50 20.76 45 1.50 0.35 48.30 23.60 90.80 44.36 60 2.00 0.25 59.90 29.26 150.70 73.62 70 2.25 0.21 26.50 12.95 177.20 86.57 80 2.50
0.18 15.40 7.52 192.60 94.09 100 2.75 0.15 9.70 4.74 202.30 98.83 120 3.00 0.13 1.40 0.68 203.70 99.51 170 3.50 0.09 0.60 0.29 204.30 99.80 200 3.74 0.07 0.00 0.00 204.30 99.80 230
4.00 0.06 0.00 0.00 204.30 99.80 Sorting 0.85 Skewness -1.43 Kurtosis 6.34 -13.4 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight
Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,409,180 223,993
North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.20 Mean Phi 1.45 Phi 5 2.55 Phi 16 2.20 Phi 25 2.03 Phi 50 1.60 Phi 75 1.09 Phi 84 0.75 204.70 Phi 95 -0.21
Mean mm 0.37 Moment Statistics Fines (%): 204.70 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-30 #1 Analysis Date: 08-22-17 Analyzed By: JWC Shells
(%): Depths and elevations based on measured values Easting (ft): #230 - 0.20 Organics (%): Carbonates (%): 24.30 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17
TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 0.75" -4.25 19.03 3.00 1.40 3.00 1.40 0.375"
-3.25 9.51 6.00 2.80 9.00 4.20 4 -2.25 4.76 4.70 2.19 13.70 6.39 5 -2.00 4.00 2.10 0.98 15.80 7.37 7 -1.50 2.83 4.40 2.05 20.20 9.42 10 -1.00 2.00 8.50 3.96 28.70 13.39 14 -0.50 1.41
13.60 6.34 42.30 19.73 18 0.00 1.00 15.90 7.42 58.20 27.15 25 0.50 0.71 24.00 11.19 82.20 38.34 35 1.00 0.50 28.60 13.34 110.80 51.68 45 1.50 0.35 46.00 21.46 156.80 73.13 60 2.00 0.25
33.70 15.72 190.50 88.85 70 2.25 0.21 7.30 3.40 197.80 92.26 80 2.50 0.18 5.90 2.75 203.70 95.01 100 2.75 0.15 7.40 3.45 211.10 98.46 120 3.00 0.13 1.70 0.79 212.80 99.25 170 3.50 0.09
0.70 0.33 213.50 99.58 200 3.74 0.07 0.00 0.00 213.50 99.58 230 4.00 0.06 0.00 0.00 213.50 99.58 Sorting 1.56 Skewness -1.4 Kurtosis 5.26 -10.1 MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve
Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained
(g): Sieve Loss (%): Coordinate System: 2,409,570 224,723 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.37 Mean Phi 0.52 Phi 5 2.50 Phi 16 1.85 Phi 25 1.56
Phi 50 0.94 Phi 75 -0.14 Phi 84 -0.79 214.40 Phi 95 -2.88 Mean mm 0.70 Moment Statistics Fines (%): 214.40 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-31
#1 Analysis Date: 08-22-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.42 Organics (%): Carbonates (%): 29.20 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.40 0.19 0.40 0.19 5 -2.00 4.00 0.00 0.00 0.40 0.19 7 -1.50 2.83 1.10 0.53 1.50 0.72
10 -1.00 2.00 1.80 0.86 3.30 1.59 14 -0.50 1.41 3.20 1.54 6.50 3.12 18 0.00 1.00 3.70 1.78 10.20 4.90 25 0.50 0.71 5.00 2.40 15.20 7.30 35 1.00 0.50 7.60 3.65 22.80 10.96 45 1.50 0.35
18.20 8.75 41.00 19.70 60 2.00 0.25 51.80 24.89 92.80 44.59 70 2.25 0.21 30.60 14.70 123.40 59.30 80 2.50 0.18 35.00 16.82 158.40 76.12 100 2.75 0.15 33.30 16.00 191.70 92.12 120 3.00
0.13 10.20 4.90 201.90 97.02 170 3.50 0.09 5.20 2.50 207.10 99.52 200 3.74 0.07 0.10 0.05 207.20 99.57 230 4.00 0.06 0.10 0.05 207.30 99.62 Sorting 0.88 Skewness -1.75 Kurtosis 7.22
-8.8 MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,410,333 225,075 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.34
Mean Phi 1.9 Phi 5 2.90 Phi 16 2.62 Phi 25 2.48 Phi 50 2.09 Phi 75 1.61 Phi 84 1.29 208.10 Phi 95 0.02 Mean mm 0.27 Moment Statistics Fines (%): 208.10 0.10 Project Name: Topsail Beach
Nourishment 2017-2018 Sample Name: 2017-VC-TB-32 #1 Analysis Date: 08-23-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.38
Organics (%): Carbonates (%): 13.90 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358
fax [phone]" -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 0.80 0.39 0.80 0.39 4 -2.25 4.76 3.00 1.47 3.80 1.86 5 -2.00 4.00 0.40 0.20
4.20 2.06 7 -1.50 2.83 2.30 1.13 6.50 3.18 10 -1.00 2.00 5.00 2.45 11.50 5.63 14 -0.50 1.41 8.30 4.06 19.80 9.70 18 0.00 1.00 12.00 5.88 31.80 15.57 25 0.50 0.71 22.70 11.12 54.50 26.69
35 1.00 0.50 32.00 15.67 86.50 42.36 45 1.50 0.35 52.60 25.76 139.10 68.12 60 2.00 0.25 36.00 17.63 175.10 85.75 70 2.25 0.21 10.20 5.00 185.30 90.74 80 2.50 0.18 8.20 4.02 193.50 94.76
100 2.75 0.15 7.30 3.57 200.80 98.33 120 3.00 0.13 1.40 0.69 202.20 99.02 170 3.50 0.09 0.80 0.39 203.00 99.41 200 3.74 0.07 0.30 0.15 203.30 99.56 230 4.00 0.06 0.20 0.10 203.50 99.66
Sorting 1.11 Skewness -1.08 Kurtosis 5.03 -14.0 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C.
% Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,410,333 225,075 North Carolina State Plane
Granularmetric Report Northing (ft): Munsell: 0.10 Mean Phi 0.96 Phi 5 2.52 Phi 16 1.95 Phi 25 1.70 Phi 50 1.15 Phi 75 0.42 Phi 84 0.02 204.20 Phi 95 -1.13 Mean mm 0.51 Moment Statistics

Fines (%): 204.20 0.50 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-32 #2 Analysis Date: 08-23-17 Analyzed By: DLM Shells (%): Depths and elevations
based on measured values Easting (ft): #230 - 0.34 Organics (%): Carbonates (%): 32.90 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc.
9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 9.80 4.84 9.80
4.84 4 -2.25 4.76 4.80 2.37 14.60 7.21 5 -2.00 4.00 2.00 0.99 16.60 8.19 7 -1.50 2.83 3.90 1.92 20.50 10.12 10 -1.00 2.00 6.90 3.41 27.40 13.52 14 -0.50 1.41 11.70 5.77 39.10 19.30
18 0.00 1.00 15.00 7.40 54.10 26.70 25 0.50 0.71 22.00 10.86 76.10 37.56 35 1.00 0.50 28.50 14.07 104.60 51.63 45 1.50 0.35 40.50 19.99 145.10 71.62 60 2.00 0.25 34.70 17.13 179.80
88.75 70 2.25 0.21 7.00 3.46 186.80 92.20 80 2.50 0.18 6.40 3.16 193.20 95.36 100 2.75 0.15 6.20 3.06 199.40 98.42 120 3.00 0.13 1.50 0.74 200.90 99.16 170 3.50 0.09 0.70 0.35 201.60
99.51 200 3.74 0.07 0.10 0.05 201.70 99.56 230 4.00 0.06 0.00 0.00 201.70 99.56 Sorting 1.53 Skewness -1.2 Kurtosis 4.17 -9.5 MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve Size (Phi) Sieve
Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve
Loss (%): Coordinate System: 2,411,001 225,699 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.39 Mean Phi 0.54 Phi 5 2.47 Phi 16 1.86 Phi 25 1.60 Phi 50
0.94 Phi 75 -0.11 Phi 84 -0.79 202.60 Phi 95 -3.18 Mean mm 0.69 Moment Statistics Fines (%): 202.60 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-33
#1 Analysis Date: 08-23-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.44 Organics (%): Carbonates (%): 31.70 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.10 0.05 0.10 0.05 5 -2.00 4.00 0.00 0.00 0.10 0.05 7 -1.50 2.83 0.30 0.15 0.40 0.20
10 -1.00 2.00 0.30 0.15 0.70 0.34 14 -0.50 1.41 0.60 0.29 1.30 0.63 18 0.00 1.00 1.10 0.54 2.40 1.17 25 0.50 0.71 2.10 1.02 4.50 2.20 35 1.00 0.50 6.10 2.98 10.60 5.17 45 1.50 0.35
20.60 10.05 31.20 15.23 60 2.00 0.25 45.30 22.11 76.50 37.34 70 2.25 0.21 31.10 15.18 107.60 52.51 80 2.50 0.18 55.80 27.23 163.40 79.75 100 2.75 0.15 34.40 16.79 197.80 96.53 120 3.00
0.13 5.20 2.54 203.00 99.07 170 3.50 0.09 1.30 0.63 204.30 99.71 200 3.74 0.07 0.10 0.05 204.40 99.76 230 4.00 0.06 0.00 0.00 204.40 99.76 Sorting 0.62 Skewness -1.78 Kurtosis 9.21
-12.9 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,411,001 225,699 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.15
Mean Phi 2.04 Phi 5 2.73 Phi 16 2.56 Phi 25 2.46 Phi 50 2.21 Phi 75 1.72 Phi 84 1.52 204.90 Phi 95 0.97 Mean mm 0.24 Moment Statistics Fines (%): 204.90 0.20 Project Name: Topsail
Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-33 #2 Analysis Date: 08-22-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #230 -
0.24 Organics (%): Carbonates (%): 12.00 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph
910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 0.75" -4.25 19.03 14.80 7.23 14.80 7.23 0.375" -3.25 9.51 16.50 8.06 31.30 15.28 4 -2.25 4.76 10.40 5.08 41.70 20.36
5 -2.00 4.00 3.10 1.51 44.80 21.87 7 -1.50 2.83 5.80 2.83 50.60 24.71 10 -1.00 2.00 13.10 6.40 63.70 31.10 14 -0.50 1.41 23.00 11.23 86.70 42.33 18 0.00 1.00 12.30 6.01 99.00 48.34
25 0.50 0.71 18.80 9.18 117.80 57.52 35 1.00 0.50 27.00 13.18 144.80 70.70 45 1.50 0.35 25.50 12.45 170.30 83.15 60 2.00 0.25 10.50 5.13 180.80 88.28 70 2.25 0.21 8.80 4.30 189.60 92.58
80 2.50 0.18 4.80 2.34 194.40 94.92 100 2.75 0.15 6.10 2.98 200.50 97.90 120 3.00 0.13 2.00 0.98 202.50 98.88 170 3.50 0.09 1.00 0.49 203.50 99.37 200 3.74 0.07 0.10 0.05 203.60 99.41
230 4.00 0.06 0.20 0.10 203.80 99.51 Sorting 2.19 Skewness -0.72 Kurtosis 2.69 -11.1 MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight
Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,411,803 226,085
North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.34 Mean Phi -0.44 Phi 5 2.51 Phi 16 1.58 Phi 25 1.17 Phi 50 0.09 Phi 75 -1.48 Phi 84 -3.11 204.80 Phi 95 -4.87
Mean mm 1.36 Moment Statistics Fines (%): 204.80 0.30 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-34 #1 Analysis Date: 08-23-17 Analyzed By: DLM Shells
(%): Depths and elevations based on measured values Easting (ft): #230 - 0.49 Organics (%): Carbonates (%): 35.60 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17
TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.50 0.25 0.50 0.25 5 -2.00 4.00 0.00 0.00 0.50 0.25 7 -1.50 2.83 0.70 0.35 1.20 0.60 10 -1.00 2.00 1.20 0.60 2.40 1.19 14 -0.50 1.41 1.90
0.94 4.30 2.14 18 0.00 1.00 2.20 1.09 6.50 3.23 25 0.50 0.71 3.70 1.84 10.20 5.07 35 1.00 0.50 8.40 4.18 18.60 9.25 45 1.50 0.35 23.80 11.83 42.40 21.08 60 2.00 0.25 54.90 27.30 97.30
48.38 70 2.25 0.21 36.80 18.30 134.10 66.68 80 2.50 0.18 39.30 19.54 173.40 86.23 100 2.75 0.15 22.00 10.94 195.40 97.17 120 3.00 0.13 3.70 1.84 199.10 99.01 170 3.50 0.09 1.10 0.55
200.20 99.55 200 3.74 0.07 0.00 0.00 200.20 99.55 230 4.00 0.06 0.00 0.00 200.20 99.55 Sorting 0.76 Skewness -2.04 Kurtosis 9.65 -15.0 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve Size
(Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained
(g): Sieve Loss (%): Coordinate System: 2,411,803 226,085 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.40 Mean Phi 1.85 Phi 5 2.70 Phi 16 2.47 Phi 25 2.36
Phi 50 2.02 Phi 75 1.57 Phi 84 1.29 201.10 Phi 95 0.48 Mean mm 0.28 Moment Statistics Fines (%): 201.10 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-34
#2 Analysis Date: 08-22-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.45 Organics (%): Carbonates (%): 13.00 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 1.30 0.62 1.30 0.62 4 -2.25 4.76 1.90 0.90 3.20 1.52 5 -2.00 4.00 0.90 0.43 4.10 1.95 7 -1.50 2.83 2.80 1.33 6.90 3.28
10 -1.00 2.00 5.50 2.61 12.40 5.89 14 -0.50 1.41 10.10 4.80 22.50 10.68 18 0.00 1.00 10.60 5.03 33.10 15.72 25 0.50 0.71 14.70 6.98 47.80 22.70 35 1.00 0.50 16.30 7.74 64.10 30.44 45
1.50 0.35 25.30 12.01 89.40 42.45 60 2.00 0.25 34.20 16.24 123.60 58.69 70 2.25 0.21 24.60 11.68 148.20 70.37 80 2.50 0.18 27.70 13.15 175.90 83.52 100 2.75 0.15 25.60 12.16 201.50
95.68 120 3.00 0.13 5.10 2.42 206.60 98.10 170 3.50 0.09 2.60 1.23 209.20 99.34 200 3.74 0.07 0.00 0.00 209.20 99.34 230 4.00 0.06 0.10 0.05 209.30 99.38 Sorting 1.29 Skewness -1.21
Kurtosis 4.32 -11.6 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,412,137 226,951 North Carolina State Plane Granularmetric Report Northing
(ft): Munsell: 0.38 Mean Phi 1.35 Phi 5 2.74 Phi 16 2.51 Phi 25 2.34 Phi 50 1.73 Phi 75 0.65 Phi 84 0.02 210.60 Phi 95 -1.17 Mean mm 0.39 Moment Statistics Fines (%): 210.60 0.50 Project
Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-35 #1 Analysis Date: 08-23-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting
(ft): #230 - 0.62 Organics (%): Carbonates (%): 25.10 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.00 0.00 0.00 0.00
5 -2.00 4.00 0.30 0.15 0.30 0.15 7 -1.50 2.83 0.30 0.15 0.60 0.30 10 -1.00 2.00 0.70 0.35 1.30 0.65 14 -0.50 1.41 1.10 0.55 2.40 1.19 18 0.00 1.00 2.20 1.09 4.60 2.28 25 0.50 0.71 10.70
5.31 15.30 7.59 35 1.00 0.50 11.20 5.56 26.50 13.15 45 1.50 0.35 12.30 6.10 38.80 19.26 60 2.00 0.25 86.00 42.68 124.80 61.94 70 2.25 0.21 42.80 21.24 167.60 83.18 80 2.50 0.18 24.60
12.21 192.20 95.38 100 2.75 0.15 8.30 4.12 200.50 99.50 120 3.00 0.13 0.40 0.20 200.90 99.70 170 3.50 0.09 0.10 0.05 201.00 99.75 200 3.75 0.07 0.00 0.00 201.00 99.75 230 4.00 0.06
0.00 0.00 201.00 99.75 Sorting 0.67 Skewness -1.8 Kurtosis 7.55 -18.6 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum.
Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,412,137 226,951 North Carolina
State Plane Granularmetric Report Northing (ft): Munsell: 0.25 Mean Phi 1.72 Phi 5 2.49 Phi 16 2.27 Phi 25 2.15 Phi 50 1.86 Phi 75 1.57 Phi 84 1.23 201.50 Phi 95 0.26 Mean mm 0.30 Moment
Statistics Fines (%): 201.50 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-35 #2 Analysis Date: 08-09-17 Analyzed By: CAB Shells (%): Depths and
elevations based on measured values Easting (ft): #200 - 0.25 #230 - 0.25 Organics (%): Carbonates (%): 5.80 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI
Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.20 0.09
0.20 0.09 18 0.00 1.00 0.30 0.14 0.50 0.24 25 0.50 0.71 0.90 0.42 1.40 0.66 35 1.00 0.50 1.60 0.76 3.00 1.42 45 1.50 0.35 3.90 1.84 6.90 3.26 60 2.00 0.25 17.20 8.12 24.10 11.37 70
2.25 0.21 53.60 25.29 77.70 36.67 80 2.50 0.18 74.30 35.06 152.00 71.73 100 2.75 0.15 44.60 21.05 196.60 92.78 120 3.00 0.13 9.20 4.34 205.80 97.12 170 3.50 0.09 4.40 2.08 210.20 99.20
200 3.74 0.07 0.20 0.09 210.40 99.29 230 4.00 0.06 0.10 0.05 210.50 99.34 Sorting 0.41 Skewness -1.71 Kurtosis 11.55 -8.3 MLLW Sieve Number Dry - 2.5Y-6/2SP Sieve Size (Phi) Sieve Size
(Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss
(%): Coordinate System: 2,412,669 227,697 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.61 Mean Phi 2.31 Phi 5 2.88 Phi 16 2.65 Phi 25 2.54 Phi 50 2.35
Phi 75 2.13 Phi 84 2.05 211.90 Phi 95 1.61 Mean mm 0.20 Moment Statistics Fines (%): 211.90 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-36 #1 Analysis
Date: 08-14-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.66 Organics (%): Carbonates (%): 4.80 GRANULARMETRIC REPORT TOPSAIL
2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25
19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 8.30 4.13 8.30 4.13 4 -2.25 4.76 9.70 4.83 18.00 8.96 5 -2.00 4.00 3.80 1.89 21.80 10.85 7 -1.50 2.83 8.90 4.43 30.70 15.27 10 -1.00 2.00 13.70
6.82 44.40 22.09 14 -0.50 1.41 16.90 8.41 61.30 30.50 18 0.00 1.00 17.80 8.86 79.10 39.35 25 0.50 0.71 18.10 9.00 97.20 48.36 35 1.00 0.50 20.00 9.95 117.20 58.31 45 1.50 0.35 25.90
12.89 143.10 71.19 60 2.00 0.25 28.10 13.98 171.20 85.17 70 2.25 0.21 10.70 5.32 181.90 90.50 80 2.50 0.18 10.60 5.27 192.50 95.77 100 2.75 0.15 6.50 3.23 199.00 99.00 120 3.00 0.13
0.80 0.40 199.80 99.40 170 3.50 0.09 0.30 0.15 200.10 99.55 200 3.75 0.07 0.00 0.00 200.10 99.55 230 4.00 0.06 0.00 0.00 200.10 99.55 Sorting 1.66 Skewness -0.66 Kurtosis 2.67 -10.4
MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,412,669 227,697 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.40
Mean Phi 0.27 Phi 5 2.46 Phi 16 1.96 Phi 25 1.64 Phi 50 0.58 Phi 75 -0.83 Phi 84 -1.45 201.00 Phi 95 -3.07 Mean mm 0.83 Moment Statistics Fines (%): 201.00 0.10 Project Name: Topsail
Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-36 #2 Analysis Date: 08-09-17 Analyzed By: CAB Shells (%): Depths and elevations based on measured values Easting (ft): #200 -
0.45 #230 - 0.45 Organics (%): Carbonates (%): 39.20 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 4.70 2.33 4.70 2.33 4 -2.25 4.76 5.40 2.68 10.10 5.01
5 -2.00 4.00 1.90 0.94 12.00 5.95 7 -1.50 2.83 3.00 1.49 15.00 7.44 10 -1.00 2.00 5.20 2.58 20.20 10.02 14 -0.50 1.41 7.50 3.72 27.70 13.74 18 0.00 1.00 7.50 3.72 35.20 17.46 25 0.50
0.71 12.30 6.10 47.50 23.56 35 1.00 0.50 20.30 10.07 67.80 33.63 45 1.50 0.35 54.50 27.03 122.30 60.66 60 2.00 0.25 52.20 25.89 174.50 86.56 70 2.25 0.21 11.40 5.65 185.90 92.21 80
2.50 0.18 6.60 3.27 192.50 95.49 100 2.75 0.15 5.70 2.83 198.20 98.31 120 3.00 0.13 1.40 0.69 199.60 99.01 170 3.50 0.09 0.80 0.40 200.40 99.40 200 3.75 0.07 0.10 0.05 200.50 99.45
230 4.00 0.06 0.00 0.00 200.50 99.45 Sorting 1.37 Skewness -1.62 Kurtosis 5.53 -12.9 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight
Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,412,669 227,697
North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.45 Mean Phi 0.92 Phi 5 2.46 Phi 16 1.95 Phi 25 1.78 Phi 50 1.30 Phi 75 0.57 Phi 84 -0.20 201.60 Phi 95 -2.25
Mean mm 0.53 Moment Statistics Fines (%): 201.60 0.20 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-36 #3 Analysis Date: 08-09-17 Analyzed By: CAB Shells
(%): Depths and elevations based on measured values Easting (ft): #200 - 0.55 #230 - 0.55 Organics (%): Carbonates (%): 22.60 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT
9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00
3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 1.50 0.70 1.50 0.70 5 -2.00 4.00 0.50 0.23 2.00 0.93 7 -1.50 2.83 1.00 0.46 3.00 1.39 10 -1.00 2.00 1.70 0.79 4.70 2.19 14 -0.50 1.41
2.10 0.98 6.80 3.16 18 0.00 1.00 1.80 0.84 8.60 4.00 25 0.50 0.71 3.70 1.72 12.30 5.72 35 1.00 0.50 6.60 3.07 18.90 8.79 45 1.50 0.35 23.70 11.02 42.60 19.80 60 2.00 0.25 80.00 37.19
122.60 57.00 70 2.25 0.21 45.30 21.06 167.90 78.06 80 2.50 0.18 27.20 12.65 195.10 90.70 100 2.75 0.15 15.80 7.35 210.90 98.05 120 3.00 0.13 2.40 1.12 213.30 99.16 170 3.50 0.09 1.00
0.46 214.30 99.63 200 3.75 0.07 0.10 0.05 214.40 99.67 230 4.00 0.06 0.00 0.00 214.40 99.67 Sorting 0.81 Skewness -2.62 Kurtosis 12.77 -12.5 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve
Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained
(g): Sieve Loss (%): Coordinate System: 2,412,950 228,266 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.33 Mean Phi 1.76 Phi 5 2.65 Phi 16 2.37 Phi 25 2.21
Phi 50 1.91 Phi 75 1.57 Phi 84 1.33 215.10 Phi 95 0.29 Mean mm 0.30 Moment Statistics Fines (%): 215.10 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-37
#1 Analysis Date: 08-09-17 Analyzed By: CAB Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.33 #230 - 0.33 Organics (%): Carbonates (%): 9.70 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00
0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00
10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.20 0.10 0.20 0.10 18 0.00 1.00 0.20 0.10 0.40 0.20 25 0.50 0.71 0.60 0.30 1.00 0.49 35 1.00 0.50 0.90 0.44 1.90 0.94 45 1.50 0.35 1.50
0.74 3.40 1.67 60 2.00 0.25 2.50 1.23 5.90 2.91 70 2.25 0.21 1.90 0.94 7.80 3.84 80 2.50 0.18 6.00 2.96 13.80 6.80 100 2.75 0.15 67.70 33.35 81.50 40.15 120 3.00 0.13 52.90 26.06 134.40
66.21 170 3.50 0.09 58.00 28.57 192.40 94.78 200 3.75 0.07 3.50 1.72 195.90 96.50 230 4.00 0.06 1.80 0.89 197.70 97.39 Sorting 0.44 Skewness -2.26 Kurtosis 15.48 -16.6 MLLW Sieve Number
Dry - 2.5Y-4/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,412,950 228,266 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.39 Mean Phi 2.85 Phi
5 3.53 Phi 16 3.31 Phi 25 3.15 Phi 50 2.84 Phi 75 2.64 Phi 84 2.57 203.00 Phi 95 2.35 Mean mm 0.14 Moment Statistics Fines (%): 203.00 4.50 Project Name: Topsail Beach Nourishment
2017-2018 Sample Name: 2017-VC-TB-37 #2 Analysis Date: 08-11-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 3.50 #230 - 2.61
Organics (%): Carbonates (%): 2.70 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358
fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.10 0.05 0.10 0.05 5 -2.00 4.00 0.10 0.05
0.20 0.10 7 -1.50 2.83 0.30 0.15 0.50 0.25 10 -1.00 2.00 1.30 0.64 1.80 0.88 14 -0.50 1.41 2.00 0.98 3.80 1.87 18 0.00 1.00 2.70 1.33 6.50 3.19 25 0.50 0.71 4.20 2.06 10.70 5.25 35
1.00 0.50 6.10 2.99 16.80 8.25 45 1.50 0.35 9.70 4.76 26.50 13.01 60 2.00 0.25 17.70 8.69 44.20 21.70 70 2.25 0.21 19.00 9.33 63.20 31.03 80 2.50 0.18 62.90 30.88 126.10 61.90 100 2.75
0.15 60.10 29.50 186.20 91.41 120 3.00 0.13 11.90 5.84 198.10 97.25 170 3.50 0.09 4.60 2.26 202.70 99.51 200 3.75 0.07 0.00 0.00 202.70 99.51 230 4.00 0.06 0.00 0.00 202.70 99.51 Sorting
0.78 Skewness -2.3 Kurtosis 9.24 -7.6 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained
Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,413,730 228,968 North Carolina State Plane Granularmetric Report
Northing (ft): Munsell: 0.49 Mean Phi 2.17 Phi 5 2.90 Phi 16 2.69 Phi 25 2.61 Phi 50 2.40 Phi 75 2.09 Phi 84 1.67 203.70 Phi 95 0.44 Mean mm 0.22 Moment Statistics Fines (%): 203.70
0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-38 #1 Analysis Date: 08-09-17 Analyzed By: CAB Shells (%): Depths and elevations based on measured
values Easting (ft): #200 - 0.49 #230 - 0.49 Organics (%): Carbonates (%): 10.70 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B
Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 4.30 2.08 4.30 2.08 5 -2.00 4.00 1.50 0.73 5.80 2.81 7 -1.50 2.83 5.40 2.62 11.20 5.43 10 -1.00 2.00 9.40 4.55 20.60 9.98 14 -0.50 1.41 15.10 7.32 35.70 17.30 18 0.00 1.00
22.60 10.95 58.30 28.25 25 0.50 0.71 33.90 16.42 92.20 44.67 35 1.00 0.50 33.20 16.09 125.40 60.76 45 1.50 0.35 28.40 13.76 153.80 74.52 60 2.00 0.25 30.40 14.73 184.20 89.24 70 2.25
0.21 9.10 4.41 193.30 93.65 80 2.50 0.18 7.00 3.39 200.30 97.04 100 2.75 0.15 4.20 2.03 204.50 99.08 120 3.00 0.13 0.80 0.39 205.30 99.47 170 3.50 0.09 0.30 0.15 205.60 99.61 200 3.74
0.07 0.00 0.00 205.60 99.61 230 4.00 0.06 0.00 0.00 205.60 99.61 Sorting 1.19 Skewness -0.53 Kurtosis 3.03 -12.2 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters)
Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate
System: 2,413,730 228,968 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.34 Mean Phi 0.58 Phi 5 2.35 Phi 16 1.82 Phi 25 1.52 Phi 50 0.67 Phi 75 -0.15 Phi
84 -0.59 206.40 Phi 95 -1.58 Mean mm 0.67 Moment Statistics Fines (%): 206.40 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-38 #2 Analysis Date:
08-23-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.39 Organics (%): Carbonates (%): 39.40 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ
FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 0.75" -4.25 19.03 4.60
2.27 4.60 2.27 0.375" -3.25 9.51 3.30 1.63 7.90 3.90 4 -2.25 4.76 2.40 1.18 10.30 5.08 5 -2.00 4.00 3.70 1.83 14.00 6.91 7 -1.50 2.83 4.50 2.22 18.50 9.13 10 -1.00 2.00 7.50 3.70 26.00
12.83 14 -0.50 1.41 12.50 6.17 38.50 19.00 18 0.00 1.00 12.80 6.32 51.30 25.32 25 0.50 0.71 18.50 9.13 69.80 34.45 35 1.00 0.50 22.00 10.86 91.80 45.31 45 1.50 0.35 39.10 19.30 130.90
64.61 60 2.00 0.25 40.80 20.14 171.70 84.75 70 2.25 0.21 12.70 6.27 184.40 91.02 80 2.50 0.18 8.30 4.10 192.70 95.11 100 2.75 0.15 6.20 3.06 198.90 98.17 120 3.00 0.13 1.00 0.49 199.90
98.67 170 3.50 0.09 0.90 0.44 200.80 99.11 200 3.74 0.07 0.20 0.10 201.00 99.21 230 4.00 0.06 0.20 0.10 201.20 99.31 Sorting 1.62 Skewness -1.56 Kurtosis 5.85 -15.5 MLLW Sieve Number
Dry - 2.5Y-6/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,413,730 228,968 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.30 Mean Phi 0.65 Phi
5 2.49 Phi 16 1.98 Phi 25 1.76 Phi 50 1.12 Phi 75 -0.03 Phi 84 -0.74 202.60 Phi 95 -2.32 Mean mm 0.64 Moment Statistics Fines (%): 202.60 0.80 Project Name: Topsail Beach Nourishment
2017-2018 Sample Name: 2017-VC-TB-38 #3 Analysis Date: 08-22-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.69 Organics (%):
Carbonates (%): 40.30 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50
2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.30 0.15 0.30 0.15 18 0.00 1.00 0.60 0.30 0.90 0.45 25 0.50 0.71 1.20 0.59 2.10 1.04 35 1.00 0.50 2.00 0.99
4.10 2.03 45 1.50 0.35 3.40 1.68 7.50 3.71 60 2.00 0.25 7.90 3.91 15.40 7.62 70 2.25 0.21 22.30 11.03 37.70 18.64 80 2.50 0.18 87.10 43.08 124.80 61.72 100 2.75 0.15 59.60 29.48 184.40
91.20 120 3.00 0.13 12.70 6.28 197.10 97.48 170 3.50 0.09 4.20 2.08 201.30 99.55 200 3.74 0.07 0.20 0.10 201.50 99.65 230 4.00 0.06 0.00 0.00 201.50 99.65 Sorting 0.43 Skewness -2.71
Kurtosis 16 -6.0 MLLW Sieve Number Dry - 2.5Y-6/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft):
USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,414,397 229,589 North Carolina State Plane Granularmetric Report Northing (ft):
Munsell: 0.35 Mean Phi 2.39 Phi 5 2.90 Phi 16 2.69 Phi 25 2.61 Phi 50 2.43 Phi 75 2.29 Phi 84 2.19 202.20 Phi 95 1.66 Mean mm 0.19 Moment Statistics Fines (%): 202.20 0.00 Project Name:
Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-39 #1 Analysis Date: 08-22-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft):
#230 - 0.35 Organics (%): Carbonates (%): 6.60 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411
ph 910.821.1358 fax [phone]" -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 5.20 2.44 5.20 2.44 5 -2.00
4.00 1.10 0.52 6.30 2.95 7 -1.50 2.83 4.70 2.20 11.00 5.16 10 -1.00 2.00 12.20 5.72 23.20 10.88 14 -0.50 1.41 31.10 14.59 54.30 25.47 18 0.00 1.00 38.10 17.87 92.40 43.34 25 0.50 0.71
49.60 23.26 142.00 66.60 35 1.00 0.50 29.60 13.88 171.60 80.49 45 1.50 0.35 15.70 7.36 187.30 87.85 60 2.00 0.25 7.60 3.56 194.90 91.42 70 2.25 0.21 5.10 2.39 200.00 93.81 80 2.50 0.18
5.00 2.35 205.00 96.15 100 2.75 0.15 5.60 2.63 210.60 98.78 120 3.00 0.13 1.00 0.47 211.60 99.25 170 3.50 0.09 0.50 0.23 212.10 99.48 200 3.74 0.07 0.00 0.00 212.10 99.48 230 4.00 0.06
0.10 0.05 212.20 99.53 Sorting 1.11 Skewness 0.1 Kurtosis 3.45 -12.4 MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum.
Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,414,397 229,589 North Carolina
State Plane Granularmetric Report Northing (ft): Munsell: 0.42 Mean Phi 0.17 Phi 5 2.38 Phi 16 1.24 Phi 25 0.80 Phi 50 0.14 Phi 75 -0.52 Phi 84 -0.82 213.20 Phi 95 -1.54 Mean mm 0.89
Moment Statistics Fines (%): 213.20 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-39 #2 Analysis Date: 08-22-17 Analyzed By: DLM Shells (%): Depths
and elevations based on measured values Easting (ft): #230 - 0.47 Organics (%): Carbonates (%): 42.50 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal
Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 7.20
3.51 7.20 3.51 4 -2.25 4.76 4.30 2.10 11.50 5.61 5 -2.00 4.00 0.70 0.34 12.20 5.95 7 -1.50 2.83 3.30 1.61 15.50 7.56 10 -1.00 2.00 4.60 2.24 20.10 9.80 14 -0.50 1.41 8.60 4.20 28.70
14.00 18 0.00 1.00 12.10 5.90 40.80 19.90 25 0.50 0.71 23.30 11.37 64.10 31.27 35 1.00 0.50 33.50 16.34 97.60 47.61 45 1.50 0.35 53.40 26.05 151.00 73.66 60 2.00 0.25 35.10 17.12 186.10
90.78 70 2.25 0.21 8.30 4.05 194.40 94.83 80 2.50 0.18 5.00 2.44 199.40 97.27 100 2.75 0.15 3.80 1.85 203.20 99.12 120 3.00 0.13 0.80 0.39 204.00 99.51 170 3.50 0.09 0.30 0.15 204.30

99.66 200 3.75 0.07 0.00 0.00 204.30 99.66 230 4.00 0.06 0.00 0.00 204.30 99.66 Sorting 1.36 Skewness -1.56 Kurtosis 5.6 -14.8 MLLW Sieve Number Dry - 2.5Y-6/2SW Sieve Size (Phi) Sieve
Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve
Loss (%): Coordinate System: 2,414,397 229,589 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.34 Mean Phi 0.69 Phi 5 2.27 Phi 16 1.80 Phi 25 1.54 Phi 50
1.05 Phi 75 0.22 Phi 84 -0.33 205.00 Phi 95 -2.54 Mean mm 0.62 Moment Statistics Fines (%): 205.00 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-39
#3 Analysis Date: 08-09-17 Analyzed By: CAB Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.34 #230 - 0.34 Organics (%): Carbonates (%): 41.30 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 7.80 3.77 7.80 3.77 4 -2.25 4.76 6.90 3.33 14.70 7.10 5 -2.00 4.00 2.40 1.16 17.10 8.26 7 -1.50 2.83 5.80 2.80 22.90
11.06 10 -1.00 2.00 7.10 3.43 30.00 14.49 14 -0.50 1.41 7.60 3.67 37.60 18.16 18 0.00 1.00 7.30 3.53 44.90 21.69 25 0.50 0.71 10.10 4.88 55.00 26.57 35 1.00 0.50 16.20 7.83 71.20 34.40
45 1.50 0.35 29.70 14.35 100.90 48.74 60 2.00 0.25 39.50 19.08 140.40 67.83 70 2.25 0.21 18.80 9.08 159.20 76.91 80 2.50 0.18 23.90 11.55 183.10 88.45 100 2.75 0.15 17.60 8.50 200.70
96.96 120 3.00 0.13 3.20 1.55 203.90 98.50 170 3.50 0.09 1.50 0.72 205.40 99.23 200 3.74 0.07 0.10 0.05 205.50 99.28 230 4.00 0.06 0.10 0.05 205.60 99.32 Sorting 1.68 Skewness -1.3
Kurtosis 3.91 -10.8 MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,415,238 229,962 North Carolina State Plane Granularmetric Report Northing
(ft): Munsell: 0.48 Mean Phi 0.97 Phi 5 2.69 Phi 16 2.40 Phi 25 2.20 Phi 50 1.53 Phi 75 0.34 Phi 84 -0.79 207.00 Phi 95 -2.88 Mean mm 0.51 Moment Statistics Fines (%): 207.00 0.40 Project
Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-40 #1 Analysis Date: 08-22-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting
(ft): #230 - 0.68 Organics (%): Carbonates (%): 26.00 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]" -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 0.00 0.00 0.00
0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.10 0.05 0.10 0.05 14 -0.50 1.41 0.50 0.24 0.60 0.29 18 0.00 1.00 0.90 0.44 1.50 0.73 25 0.50 0.71
1.60 0.78 3.10 1.50 35 1.00 0.50 2.70 1.31 5.80 2.81 45 1.50 0.35 8.00 3.88 13.80 6.69 60 2.00 0.25 52.00 25.19 65.80 31.88 70 2.25 0.21 60.20 29.17 126.00 61.05 80 2.50 0.18 46.70
22.63 172.70 83.67 100 2.75 0.15 26.80 12.98 199.50 96.66 120 3.00 0.13 4.30 2.08 203.80 98.74 170 3.50 0.09 1.60 0.78 205.40 99.52 200 3.74 0.07 0.00 0.00 205.40 99.52 230 4.00 0.06
0.10 0.05 205.50 99.56 Sorting 0.49 Skewness -1.68 Kurtosis 9.72 -15.4 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained
Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,415,238 229,962 North
Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.44 Mean Phi 2.09 Phi 5 2.72 Phi 16 2.51 Phi 25 2.40 Phi 50 2.16 Phi 75 1.86 Phi 84 1.68 206.40 Phi 95 1.28 Mean
mm 0.23 Moment Statistics Fines (%): 206.40 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-40 #2 Analysis Date: 08-22-17 Analyzed By: DLM Shells
(%): Depths and elevations based on measured values Easting (ft): #230 - 0.44 Organics (%): Carbonates (%): 7.00 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17
TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.10 0.05 0.10 0.05 7 -1.50 2.83 0.30 0.15 0.40 0.20 10 -1.00 2.00 1.40 0.70 1.80 0.90 14 -0.50 1.41 3.10
1.54 4.90 2.44 18 0.00 1.00 5.00 2.49 9.90 4.93 25 0.50 0.71 7.90 3.94 17.80 8.87 35 1.00 0.50 15.00 7.47 32.80 16.34 45 1.50 0.35 36.70 18.29 69.50 34.63 60 2.00 0.25 37.80 18.83 107.30
53.46 70 2.25 0.21 17.20 8.57 124.50 62.03 80 2.50 0.18 30.70 15.30 155.20 77.33 100 2.75 0.15 32.30 16.09 187.50 93.42 120 3.00 0.13 7.90 3.94 195.40 97.36 170 3.50 0.09 3.70 1.84
199.10 99.20 200 3.74 0.07 0.20 0.10 199.30 99.30 230 4.00 0.06 0.10 0.05 199.40 99.35 Sorting 0.89 Skewness -0.97 Kurtosis 4.01 -10.3 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size
(Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained
(g): Sieve Loss (%): Coordinate System: 2,415,903 230,594 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.55 Mean Phi 1.75 Phi 5 2.85 Phi 16 2.60 Phi 25 2.46
Phi 50 1.91 Phi 75 1.24 Phi 84 0.98 200.70 Phi 95 0.01 Mean mm 0.30 Moment Statistics Fines (%): 200.70 0.20 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-41
#1 Analysis Date: 08-23-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.65 Organics (%): Carbonates (%): 12.40 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00
0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 2.30 1.12 2.30 1.12 5 -2.00 4.00 0.60 0.29 2.90 1.41 7 -1.50 2.83 0.50 0.24 3.40 1.65
10 -1.00 2.00 1.10 0.54 4.50 2.19 14 -0.50 1.41 2.30 1.12 6.80 3.31 18 0.00 1.00 3.40 1.65 10.20 4.96 25 0.50 0.71 9.30 4.53 19.50 9.49 35 1.00 0.50 25.80 12.55 45.30 22.04 45 1.50
0.35 71.80 34.94 117.10 56.98 60 2.00 0.25 57.40 27.93 174.50 84.91 70 2.25 0.21 14.30 6.96 188.80 91.87 80 2.50 0.18 8.80 4.28 197.60 96.16 100 2.75 0.15 5.60 2.73 203.20 98.88 120
3.00 0.13 1.00 0.49 204.20 99.37 170 3.50 0.09 0.40 0.19 204.60 99.56 200 3.75 0.07 0.00 0.00 204.60 99.56 230 4.00 0.06 0.00 0.00 204.60 99.56 Sorting 0.82 Skewness -1.94 Kurtosis
10 -15.5 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS:
Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,415,903 230,594 North Carolina State Plane Granularmetric Report Northing (ft): Munsell:
0.39 Mean Phi 1.32 Phi 5 2.43 Phi 16 1.98 Phi 25 1.82 Phi 50 1.40 Phi 75 1.04 Phi 84 0.76 205.50 Phi 95 0.00 Mean mm 0.40 Moment Statistics Fines (%): 205.50 0.10 Project Name: Topsail
Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-41 #2 Analysis Date: 08-14-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #200 -
0.44 #230 - 0.44 Organics (%): Carbonates (%): 18.10 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington,
NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.40 0.20 0.40 0.20
5 -2.00 4.00 0.40 0.20 0.80 0.40 7 -1.50 2.83 0.20 0.10 1.00 0.49 10 -1.00 2.00 0.50 0.25 1.50 0.74 14 -0.50 1.41 1.00 0.49 2.50 1.24 18 0.00 1.00 1.50 0.74 4.00 1.98 25 0.50 0.71 3.60
1.78 7.60 3.75 35 1.00 0.50 6.30 3.11 13.90 6.87 45 1.50 0.35 15.40 7.61 29.30 14.48 60 2.00 0.25 32.70 16.16 62.00 30.63 70 2.25 0.21 28.70 14.18 90.70 44.81 80 2.50 0.18 54.50 26.93
145.20 71.74 100 2.75 0.15 44.80 22.13 190.00 93.87 120 3.00 0.13 8.50 4.20 198.50 98.07 170 3.50 0.09 2.80 1.38 201.30 99.46 200 3.75 0.07 0.20 0.10 201.50 99.56 230 4.00 0.06 0.00
0.00 201.50 99.56 Sorting 0.73 Skewness -2.29 Kurtosis 11.47 -11.1 MLLW Sieve Number Dry - 2.5Y-7/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum.
Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,416,709 230,948 North Carolina
State Plane Granularmetric Report Northing (ft): Munsell: 0.35 Mean Phi 2.09 Phi 5 2.82 Phi 16 2.64 Phi 25 2.54 Phi 50 2.30 Phi 75 1.83 Phi 84 1.55 202.40 Phi 95 0.70 Mean mm 0.23 Moment
Statistics Fines (%): 202.40 0.20 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-42 #1 Analysis Date: 08-14-17 Analyzed By: DLM Shells (%): Depths and
elevations based on measured values Easting (ft): #200 - 0.44 #230 - 0.44 Organics (%): Carbonates (%): 8.00 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI
Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25
9.51 16.00 7.62 16.00 7.62 4 -2.25 4.76 9.10 4.33 25.10 11.95 5 -2.00 4.00 2.50 1.19 27.60 13.14 7 -1.50 2.83 4.60 2.19 32.20 15.33 10 -1.00 2.00 7.20 3.43 39.40 18.75 14 -0.50 1.41
8.80 4.19 48.20 22.94 18 0.00 1.00 9.60 4.57 57.80 27.51 25 0.50 0.71 17.60 8.38 75.40 35.89 35 1.00 0.50 30.00 14.28 105.40 50.17 45 1.50 0.35 55.60 26.46 161.00 76.63 60 2.00 0.25
24.40 11.61 185.40 88.24 70 2.25 0.21 8.90 4.24 194.30 92.48 80 2.50 0.18 7.70 3.66 202.00 96.14 100 2.75 0.15 5.80 2.76 207.80 98.91 120 3.00 0.13 0.80 0.38 208.60 99.29 170 3.50 0.09
0.40 0.19 209.00 99.48 200 3.75 0.07 0.10 0.05 209.10 99.52 230 4.00 0.06 0.00 0.00 209.10 99.52 Sorting 1.72 Skewness -1.15 Kurtosis 3.42 -14.6 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve
Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained
(g): Sieve Loss (%): Coordinate System: 2,416,709 230,948 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.38 Mean Phi 0.38 Phi 5 2.42 Phi 16 1.82 Phi 25 1.47
Phi 50 0.99 Phi 75 -0.27 Phi 84 -1.40 210.10 Phi 95 -4.28 Mean mm 0.77 Moment Statistics Fines (%): 210.10 0.20 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-42
#2 Analysis Date: 08-14-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.48 #230 - 0.48 Organics (%): Carbonates (%): 40.30 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00
0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.40 0.18 0.40 0.18
10 -1.00 2.00 0.50 0.23 0.90 0.41 14 -0.50 1.41 1.10 0.50 2.00 0.91 18 0.00 1.00 1.60 0.73 3.60 1.64 25 0.50 0.71 2.70 1.23 6.30 2.87 35 1.00 0.50 4.40 2.00 10.70 4.87 45 1.50 0.35
12.40 5.65 23.10 10.52 60 2.00 0.25 51.10 23.27 74.20 33.79 70 2.25 0.21 75.70 34.47 149.90 68.26 80 2.50 0.18 47.80 21.77 197.70 90.03 100 2.75 0.15 18.20 8.29 215.90 98.32 120 3.00
0.13 2.40 1.09 218.30 99.41 170 3.50 0.09 0.50 0.23 218.80 99.64 200 3.75 0.07 0.00 0.00 218.80 99.64 230 4.00 0.06 0.00 0.00 218.80 99.64 Sorting 0.57 Skewness -2.47 Kurtosis 12.6
-10.5 MLLW Sieve Number Dry - 2.5Y-7/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,417,144 231,753 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.36
Mean Phi 2 Phi 5 2.65 Phi 16 2.43 Phi 25 2.33 Phi 50 2.12 Phi 75 1.81 Phi 84 1.62 219.60 Phi 95 1.01 Mean mm 0.25 Moment Statistics Fines (%): 219.60 0.00 Project Name: Topsail Beach
Nourishment 2017-2018 Sample Name: 2017-VC-TB-43 #1 Analysis Date: 08-10-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.36
#230 - 0.36 Organics (%): Carbonates (%): 6.70 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411
ph 910.821.1358 fax [phone]" -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 0.40 0.18 0.40 0.18 5 -2.00
4.00 0.00 0.00 0.40 0.18 7 -1.50 2.83 0.50 0.23 0.90 0.42 10 -1.00 2.00 1.50 0.69 2.40 1.11 14 -0.50 1.41 3.50 1.61 5.90 2.72 18 0.00 1.00 4.60 2.12 10.50 4.84 25 0.50 0.71 8.50 3.92
19.00 8.76 35 1.00 0.50 12.00 5.54 31.00 14.30 45 1.50 0.35 24.10 11.12 55.10 25.42 60 2.00 0.25 37.30 17.20 92.40 42.62 70 2.25 0.21 28.10 12.96 120.50 55.58 80 2.50 0.18 41.60 19.19
162.10 74.77 100 2.75 0.15 41.00 18.91 203.10 93.68 120 3.00 0.13 7.90 3.64 211.00 97.32 170 3.50 0.09 4.00 1.85 215.00 99.17 200 3.74 0.07 0.10 0.05 215.10 99.22 230 4.00 0.06 0.10
0.05 215.20 99.26 Sorting 0.9 Skewness -1.47 Kurtosis 5.61 -11.4 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams
Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,417,805 232,407 North Carolina
State Plane Granularmetric Report Northing (ft): Munsell: 0.60 Mean Phi 1.87 Phi 5 2.84 Phi 16 2.62 Phi 25 2.50 Phi 50 2.14 Phi 75 1.48 Phi 84 1.08 216.80 Phi 95 0.02 Mean mm 0.27 Moment
Statistics Fines (%): 216.80 0.30 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-44 #1 Analysis Date: 08-21-17 Analyzed By: DLM Shells (%): Depths and
elevations based on measured values Easting (ft): #230 - 0.74 Organics (%): Carbonates (%): 10.80 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services,
Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 7.20 3.58
7.20 3.58 4 -2.25 4.76 3.80 1.89 11.00 5.47 5 -2.00 4.00 0.20 0.10 11.20 5.57 7 -1.50 2.83 0.60 0.30 11.80 5.86 10 -1.00 2.00 0.30 0.15 12.10 6.01 14 -0.50 1.41 0.30 0.15 12.40 6.16
18 0.00 1.00 0.30 0.15 12.70 6.31 25 0.50 0.71 0.30 0.15 13.00 6.46 35 1.00 0.50 0.20 0.10 13.20 6.56 45 1.50 0.35 0.30 0.15 13.50 6.71 60 2.00 0.25 1.90 0.94 15.40 7.65 70 2.25 0.21
6.40 3.18 21.80 10.83 80 2.50 0.18 35.70 17.74 57.50 28.58 100 2.75 0.15 79.40 39.46 136.90 68.04 120 3.00 0.13 25.90 12.87 162.80 80.91 170 3.50 0.09 29.50 14.66 192.30 95.58 200 3.74
0.07 2.30 1.14 194.60 96.72 230 4.00 0.06 1.70 0.84 196.30 97.56 Sorting 1.49 Skewness -3.31 Kurtosis 13.04 -14.0 MLLW Sieve Number Dry - 5Y-4/1SW Sieve Size (Phi) Sieve Size (Millimeters)
Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate
System: 2,417,805 232,407 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.55 Mean Phi 2.32 Phi 5 3.48 Phi 16 3.11 Phi 25 2.89 Phi 50 2.64 Phi 75 2.45 Phi
84 2.32 201.20 Phi 95 -2.50 Mean mm 0.20 Moment Statistics Fines (%): 201.20 3.80 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-44 #2 Analysis Date: 08-21-17
Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 2.44 Organics (%): Carbonates (%): 6.80 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ
FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 12.00
5.94 12.00 5.94 3/8" -3.25 9.51 7.50 3.71 19.50 9.65 4 -2.25 4.76 10.10 5.00 29.60 14.65 5 -2.00 4.00 3.00 1.49 32.60 16.14 7 -1.50 2.83 8.50 4.21 41.10 20.35 10 -1.00 2.00 10.50 5.20
51.60 25.54 14 -0.50 1.41 13.10 6.49 64.70 32.03 18 0.00 1.00 13.40 6.63 78.10 38.66 25 0.50 0.71 14.80 7.33 92.90 45.99 35 1.00 0.50 14.70 7.28 107.60 53.27 45 1.50 0.35 18.70 9.26
126.30 62.52 60 2.00 0.25 26.50 13.12 152.80 75.64 70 2.25 0.21 11.60 5.74 164.40 81.39 80 2.50 0.18 13.00 6.44 177.40 87.82 100 2.75 0.15 14.00 6.93 191.40 94.75 120 3.00 0.13 5.30
2.62 196.70 97.38 170 3.50 0.09 3.40 1.68 200.10 99.06 200 3.75 0.07 0.30 0.15 200.40 99.21 230 4.00 0.06 0.20 0.10 200.60 99.31 Sorting 2.23 Skewness -0.91 Kurtosis 3.05 -9.7 MLLW
Sieve Number Dry - 2.5Y-6/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry
Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,418,250 233,161 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.59 Mean
Phi 0.19 Phi 5 2.77 Phi 16 2.35 Phi 25 1.98 Phi 50 0.78 Phi 75 -1.05 Phi 84 -2.02 202.00 Phi 95 -4.57 Mean mm 0.88 Moment Statistics Fines (%): 202.00 0.20 Project Name: Topsail Beach
Nourishment 2017-2018 Sample Name: 2017-VC-TB-45 #1 Analysis Date: 08-14-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.79
#230 - 0.69 Organics (%): Carbonates (%): 38.20 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411
ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.20 0.10 0.20 0.10 5 -2.00
4.00 0.00 0.00 0.20 0.10 7 -1.50 2.83 0.20 0.10 0.40 0.20 10 -1.00 2.00 0.20 0.10 0.60 0.30 14 -0.50 1.41 0.90 0.45 1.50 0.75 18 0.00 1.00 1.10 0.55 2.60 1.30 25 0.50 0.71 1.70 0.85
4.30 2.15 35 1.00 0.50 2.10 1.05 6.40 3.19 45 1.50 0.35 5.00 2.50 11.40 5.69 60 2.00 0.25 26.10 13.02 37.50 18.71 70 2.25 0.21 53.40 26.65 90.90 45.36 80 2.50 0.18 62.70 31.29 153.60
76.65 100 2.75 0.15 37.30 18.61 190.90 95.26 120 3.00 0.13 6.60 3.29 197.50 98.55 170 3.50 0.09 2.60 1.30 200.10 99.85 200 3.75 0.07 0.00 0.00 200.10 99.85 230 4.00 0.06 0.00 0.00 200.10
99.85 Sorting 0.55 Skewness -3.05 Kurtosis 19.14 -7.0 MLLW Sieve Number Dry - 2.5Y-7/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained
C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,418,975 233,414 North Carolina State Plane
Granularmetric Report Northing (ft): Munsell: 0.15 Mean Phi 2.2 Phi 5 2.75 Phi 16 2.60 Phi 25 2.49 Phi 50 2.29 Phi 75 2.06 Phi 84 1.90 200.40 Phi 95 1.36 Mean mm 0.22 Moment Statistics
Fines (%): 200.40 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-46 #1 Analysis Date: 08-09-17 Analyzed By: CAB Shells (%): Depths and elevations
based on measured values Easting (ft): #200 - 0.15 #230 - 0.15 Organics (%): Carbonates (%): 5.40 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services,
Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 4.10 2.03
4.10 2.03 4 -2.25 4.76 3.40 1.69 7.50 3.72 5 -2.00 4.00 1.90 0.94 9.40 4.66 7 -1.50 2.83 2.50 1.24 11.90 5.90 10 -1.00 2.00 4.60 2.28 16.50 8.18 14 -0.50 1.41 6.60 3.27 23.10 11.45
18 0.00 1.00 9.80 4.86 32.90 16.31 25 0.50 0.71 15.50 7.68 48.40 24.00 35 1.00 0.50 26.10 12.94 74.50 36.94 45 1.50 0.35 43.20 21.42 117.70 58.35 60 2.00 0.25 42.60 21.12 160.30 79.47
70 2.25 0.21 15.90 7.88 176.20 87.36 80 2.50 0.18 13.70 6.79 189.90 94.15 100 2.75 0.15 8.80 4.36 198.70 98.51 120 3.00 0.13 1.80 0.89 200.50 99.41 170 3.50 0.09 0.60 0.30 201.10 99.70
200 3.74 0.07 0.10 0.05 201.20 99.75 230 4.00 0.06 0.10 0.05 201.30 99.80 Sorting 1.33 Skewness -1.52 Kurtosis 5.66 -10.2 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size
(Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss
(%): Coordinate System: 2,418,975 233,414 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.20 Mean Phi 1.01 Phi 5 2.55 Phi 16 2.14 Phi 25 1.89 Phi 50 1.30
Phi 75 0.54 Phi 84 -0.03 201.70 Phi 95 -1.86 Mean mm 0.50 Moment Statistics Fines (%): 201.70 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-46 #2
Analysis Date: 08-14-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.20 Organics (%): Carbonates (%): 35.20 GRANULARMETRIC REPORT
TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00
2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.10 0.05 0.10 0.05 18 0.00 1.00 0.30 0.15 0.40 0.20 25 0.50 0.71 0.60 0.30 1.00 0.50 35 1.00 0.50 0.80 0.40 1.80 0.90 45 1.50 0.35 1.30 0.65
3.10 1.54 60 2.00 0.25 2.00 1.00 5.10 2.54 70 2.25 0.21 1.50 0.75 6.60 3.28 80 2.50 0.18 5.50 2.74 12.10 6.02 100 2.75 0.15 91.00 45.27 103.10 51.29 120 3.00 0.13 57.50 28.61 160.60
79.90 170 3.50 0.09 35.30 17.56 195.90 97.46 200 3.74 0.07 2.80 1.39 198.70 98.86 230 4.00 0.06 0.80 0.40 199.50 99.25 Sorting 0.4 Skewness -2.46 Kurtosis 18.92 -5.8 MLLW Sieve Number
Dry - 2.5Y-5/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,419,673 233,992 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.35 Mean Phi 2.78 Phi
5 3.43 Phi 16 3.12 Phi 25 2.96 Phi 50 2.74 Phi 75 2.60 Phi 84 2.56 201.00 Phi 95 2.41 Mean mm 0.15 Moment Statistics Fines (%): 201.00 0.80 Project Name: Topsail Beach Nourishment
2017-2018 Sample Name: 2017-VC-TB-47 #1 Analysis Date: 08-22-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.75 Organics (%):
Carbonates (%): 8.40 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
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 3.00 1.49 3.00 1.49 4 -2.25 4.76 3.90 1.93 6.90 3.42 5 -2.00 4.00 0.40 0.20 7.30 3.61 7 -1.50
2.83 1.10 0.54 8.40 4.16 10 -1.00 2.00 2.10 1.04 10.50 5.20 14 -0.50 1.41 3.00 1.49 13.50 6.68 18 0.00 1.00 4.10 2.03 17.60 8.71 25 0.50 0.71 7.40 3.66 25.00 12.38 35 1.00 0.50 10.50
5.20 35.50 17.57 45 1.50 0.35 29.10 14.41 64.60 31.98 60 2.00 0.25 63.70 31.53 128.30 63.51 70 2.25 0.21 25.50 12.62 153.80 76.14 80 2.50 0.18 17.90 8.86 171.70 85.00 100 2.75 0.15
20.00 9.90 191.70 94.90 120 3.00 0.13 5.30 2.62 197.00 97.52 170 3.50 0.09 3.00 1.49 200.00 99.01 200 3.74 0.07 0.20 0.10 200.20 99.11 230 4.00 0.06 0.20 0.10 200.40 99.21 Sorting 1.24
Skewness -2.2 Kurtosis 8.79 -8.4 MLLW Sieve Number Dry - 2.5Y-6/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained
Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,419,673 233,992 North Carolina State Plane Granularmetric Report
Northing (ft): Munsell: 0.54 Mean Phi 1.51 Phi 5 2.76 Phi 16 2.47 Phi 25 2.23 Phi 50 1.79 Phi 75 1.26 Phi 84 0.85 202.00 Phi 95 -1.10 Mean mm 0.35 Moment Statistics Fines (%): 202.00
0.50 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-47 #2 Analysis Date: 08-23-17 Analyzed By: JWC Shells (%): Depths and elevations based on measured
values Easting (ft): #230 - 0.79 Organics (%): Carbonates (%): 17.60 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street
Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.40 0.20 0.40 0.20 4 -2.25 4.76 1.60
0.79 2.00 0.99 5 -2.00 4.00 1.00 0.50 3.00 1.49 7 -1.50 2.83 1.60 0.79 4.60 2.28 10 -1.00 2.00 2.40 1.19 7.00 3.47 14 -0.50 1.41 4.00 1.98 11.00 5.46 18 0.00 1.00 4.60 2.28 15.60 7.74
25 0.50 0.71 7.40 3.67 23.00 11.41 35 1.00 0.50 13.00 6.45 36.00 17.86 45 1.50 0.35 35.20 17.46 71.20 35.32 60 2.00 0.25 66.00 32.74 137.20 68.06 70 2.25 0.21 28.60 14.19 165.80 82.24
80 2.50 0.18 18.60 9.23 184.40 91.47 100 2.75 0.15 12.80 6.35 197.20 97.82 120 3.00 0.13 2.30 1.14 199.50 98.96 170 3.50 0.09 0.90 0.45 200.40 99.40 200 3.74 0.07 0.00 0.00 200.40 99.40
230 4.00 0.06 0.10 0.05 200.50 99.45 Sorting 0.99 Skewness -1.92 Kurtosis 7.99 -12.0 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight
Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,420,456 234,354
North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.45 Mean Phi 1.5 Phi 5 2.64 Phi 16 2.30 Phi 25 2.12 Phi 50 1.72 Phi 75 1.20 Phi 84 0.86 201.60 Phi 95 -0.62
Mean mm 0.35 Moment Statistics Fines (%): 201.60 0.20 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-48 #1 Analysis Date: 08-22-17 Analyzed By: DLM Shells
(%): Depths and elevations based on measured values Easting (ft): #230 - 0.55 Organics (%): Carbonates (%): 18.70 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17
TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25
9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.40 0.19 0.40 0.19 10 -1.00 2.00 0.60 0.28 1.00 0.47 14 -0.50 1.41 0.60 0.28
1.60 0.76 18 0.00 1.00 0.80 0.38 2.40 1.14 25 0.50 0.71 1.40 0.66 3.80 1.80 35 1.00 0.50 3.00 1.42 6.80 3.22 45 1.50 0.35 10.30 4.88 17.10 8.10 60 2.00 0.25 49.60 23.51 66.70 31.61
70 2.25 0.21 54.40 25.78 121.10 57.39 80 2.50 0.18 52.60 24.93 173.70 82.32 100 2.75 0.15 30.10 14.27 203.80 96.59 120 3.00 0.13 5.20 2.46 209.00 99.05 170 3.50 0.09 1.80 0.85 210.80
99.91 200 3.75 0.07 0.00 0.00 210.80 99.91 230 4.00 0.06 0.00 0.00 210.80 99.91 Sorting 0.55 Skewness -2.35 Kurtosis 13.8 -15.7 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve
Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve
Loss (%): Coordinate System: 2,420,456 234,354 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.09 Mean Phi 2.09 Phi 5 2.72 Phi 16 2.53 Phi 25 2.43 Phi 50
2.18 Phi 75 1.86 Phi 84 1.67 211.00 Phi 95 1.18 Mean mm 0.23 Moment Statistics Fines (%): 211.00 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-48
#2 Analysis Date: 08-09-17 Analyzed By: CAB Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.09 #230 - 0.09 Organics (%): Carbonates (%): 7.70 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.30 0.14 0.30 0.14

10 -1.00 2.00 0.30 0.14 0.60 0.28 14 -0.50 1.41 0.80 0.38 1.40 0.66 18 0.00 1.00 1.00 0.47 2.40 1.13 25 0.50 0.71 2.10 0.98 4.50 2.11 35 1.00 0.50 3.80 1.78 8.30 3.89 45 1.50 0.35 12.30
5.77 20.60 9.66 60 2.00 0.25 72.90 34.18 93.50 43.83 70 2.25 0.21 58.50 27.43 152.00 71.26 80 2.50 0.18 34.30 16.08 186.30 87.34 100 2.75 0.15 18.90 8.86 205.20 96.20 120 3.00 0.13
4.40 2.06 209.60 98.27 170 3.50 0.09 2.40 1.13 212.00 99.39 200 3.74 0.07 0.10 0.05 212.10 99.44 230 4.00 0.06 0.00 0.00 212.10 99.44 Sorting 0.54 Skewness -1.8 Kurtosis 11.08 -7.3
MLLW Sieve Number Dry - 2.5Y-6/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,408,771 223,118 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.47
Mean Phi 1.98 Phi 5 2.72 Phi 16 2.45 Phi 25 2.31 Phi 50 2.06 Phi 75 1.72 Phi 84 1.59 213.30 Phi 95 1.10 Mean mm 0.25 Moment Statistics Fines (%): 213.30 0.20 Project Name: Topsail
Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-49 #1 Analysis Date: 08-21-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 -
0.56 Organics (%): Carbonates (%): 7.50 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph
910.821.1358 fax [phone]" -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 2.10 1.00 2.10 1.00 5 -2.00
4.00 1.00 0.47 3.10 1.47 7 -1.50 2.83 3.00 1.42 6.10 2.90 10 -1.00 2.00 6.60 3.13 12.70 6.03 14 -0.50 1.41 11.40 5.41 24.10 11.44 18 0.00 1.00 15.20 7.21 39.30 18.65 25 0.50 0.71 19.30
9.16 58.60 27.81 35 1.00 0.50 23.90 11.34 82.50 39.16 45 1.50 0.35 36.50 17.32 119.00 56.48 60 2.00 0.25 41.40 19.65 160.40 76.13 70 2.25 0.21 14.70 6.98 175.10 83.10 80 2.50 0.18 16.60
7.88 191.70 90.98 100 2.75 0.15 13.70 6.50 205.40 97.48 120 3.00 0.13 2.70 1.28 208.10 98.77 170 3.50 0.09 1.80 0.85 209.90 99.62 200 3.74 0.07 0.00 0.00 209.90 99.62 230 4.00 0.06
0.00 0.00 209.90 99.62 Sorting 1.19 Skewness -0.78 Kurtosis 3.25 -12.9 MLLW Sieve Number Dry - 2.5Y-6/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained
Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,408,771 223,118 North
Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.33 Mean Phi 1.08 Phi 5 2.65 Phi 16 2.28 Phi 25 1.97 Phi 50 1.31 Phi 75 0.35 Phi 84 -0.18 210.70 Phi 95 -1.16 Mean
mm 0.47 Moment Statistics Fines (%): 210.70 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-49 #2 Analysis Date: 08-21-17 Analyzed By: DLM Shells
(%): Depths and elevations based on measured values Easting (ft): #230 - 0.38 Organics (%): Carbonates (%): 28.30 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17
TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25
9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.70 0.32 0.70 0.32 5 -2.00 4.00 0.00 0.00 0.70 0.32 7 -1.50 2.83 0.30 0.14 1.00 0.46 10 -1.00 2.00 0.70 0.32 1.70 0.79 14 -0.50 1.41 1.10 0.51
2.80 1.30 18 0.00 1.00 2.10 0.97 4.90 2.27 25 0.50 0.71 4.30 1.99 9.20 4.26 35 1.00 0.50 7.90 3.66 17.10 7.92 45 1.50 0.35 12.80 5.93 29.90 13.86 60 2.00 0.25 35.40 16.40 65.30 30.26
70 2.25 0.21 51.50 23.86 116.80 54.12 80 2.50 0.18 52.10 24.14 168.90 78.27 100 2.75 0.15 34.20 15.85 203.10 94.11 120 3.00 0.13 8.90 4.12 212.00 98.24 170 3.50 0.09 3.10 1.44 215.10
99.68 200 3.75 0.07 0.10 0.05 215.20 99.72 230 4.00 0.06 0.10 0.05 215.30 99.77 Sorting 0.73 Skewness -2.35 Kurtosis 11.9 -8.5 MLLW Sieve Number Dry - 2.5Y-6/1SP Sieve Size (Phi) Sieve
Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve
Loss (%): Coordinate System: 2,409,378 223,567 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.23 Mean Phi 2.04 Phi 5 2.80 Phi 16 2.59 Phi 25 2.47 Phi 50
2.21 Phi 75 1.84 Phi 84 1.57 215.80 Phi 95 0.60 Mean mm 0.24 Moment Statistics Fines (%): 215.80 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-50
#1 Analysis Date: 08-10-17 Analyzed By: CAB Shells (%): Depths and elevations based on measured values Easting (ft): #200 - 0.28 #230 - 0.23 Organics (%): Carbonates (%): 9.70 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00
0.00 0.00 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 3/8" -3.25 9.51 0.00 0.00 0.00 0.00 4 -2.25 4.76 4.30 2.13 4.30 2.13 5 -2.00 4.00 2.60 1.29 6.90 3.42 7 -1.50 2.83 4.10 2.03 11.00 5.45
10 -1.00 2.00 6.40 3.17 17.40 8.62 14 -0.50 1.41 11.60 5.75 29.00 14.36 18 0.00 1.00 12.90 6.39 41.90 20.75 25 0.50 0.71 21.40 10.60 63.30 31.35 35 1.00 0.50 26.50 13.13 89.80 44.48
45 1.50 0.35 36.20 17.93 126.00 62.41 60 2.00 0.25 32.90 16.30 158.90 78.70 70 2.25 0.21 18.70 9.26 177.60 87.96 80 2.50 0.18 12.70 6.29 190.30 94.25 100 2.75 0.15 8.70 4.31 199.00
98.56 120 3.00 0.13 2.20 1.09 201.20 99.65 170 3.50 0.09 0.40 0.20 201.60 99.85 200 3.75 0.07 0.00 0.00 201.60 99.85 230 4.00 0.06 0.00 0.00 201.60 99.85 Sorting 1.26 Skewness -0.87
Kurtosis 3.37 -10.5 MLLW Sieve Number Dry - 2.5Y-6/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation
(ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,409,378 223,567 North Carolina State Plane Granularmetric Report Northing
(ft): Munsell: 0.15 Mean Phi 0.91 Phi 5 2.54 Phi 16 2.14 Phi 25 1.89 Phi 50 1.15 Phi 75 0.20 Phi 84 -0.37 201.90 Phi 95 -1.61 Mean mm 0.53 Moment Statistics Fines (%): 201.90 0.00 Project
Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-50 #2 Analysis Date: 08-10-17 Analyzed By: CAB Shells (%): Depths and elevations based on measured values Easting
(ft): #200 - 0.15 #230 - 0.15 Organics (%): Carbonates (%): 27.00 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street
Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -6.25 76.11 0.00 0.00 0.00 0.00 0.75" -4.25 19.03 3.60 1.78 3.60 1.78 0.375" -3.25 9.51 22.80 11.30 26.40 13.09 4 -2.25 4.76
28.50 14.13 54.90 27.22 5 -2.00 4.00 10.10 5.01 65.00 32.23 7 -1.50 2.83 18.50 9.17 83.50 41.40 10 -1.00 2.00 20.60 10.21 104.10 51.61 14 -0.50 1.41 18.90 9.37 123.00 60.98 18 0.00
1.00 13.20 6.54 136.20 67.53 25 0.50 0.71 13.30 6.59 149.50 74.12 35 1.00 0.50 12.00 5.95 161.50 80.07 45 1.50 0.35 14.40 7.14 175.90 87.21 60 2.00 0.25 11.60 5.75 187.50 92.96 70 2.25
0.21 4.70 2.33 192.20 95.29 80 2.50 0.18 3.40 1.69 195.60 96.98 100 2.75 0.15 3.30 1.64 198.90 98.61 120 3.00 0.13 1.10 0.55 200.00 99.16 170 3.50 0.09 0.80 0.40 200.80 99.55 200 3.74
0.07 0.10 0.05 200.90 99.60 230 4.00 0.06 0.00 0.00 200.90 99.60 Sorting 1.92 Skewness 0.07 Kurtosis 2.2 -9.9 MLLW Sieve Number Dry - 2.5Y-7/2SW Sieve Size (Phi) Sieve Size (Millimeters)
Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate
System: 2,412,217 226,409 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.35 Mean Phi -0.98 Phi 5 2.22 Phi 16 1.28 Phi 25 0.57 Phi 50 -1.08 Phi 75 -2.41 Phi
84 -3.04 201.70 Phi 95 -3.97 Mean mm 1.97 Moment Statistics Fines (%): 201.70 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-53 #1 Analysis Date:
08-18-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.40 Organics (%): Carbonates (%): 55.10 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ
FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.70 0.34 0.70 0.34 7 -1.50 2.83 0.60 0.29 1.30 0.62 10 -1.00 2.00 0.70 0.34 2.00
0.96 14 -0.50 1.41 1.20 0.58 3.20 1.53 18 0.00 1.00 3.00 1.44 6.20 2.97 25 0.50 0.71 9.10 4.36 15.30 7.33 35 1.00 0.50 24.30 11.65 39.60 18.98 45 1.50 0.35 54.30 26.03 93.90 45.01 60
2.00 0.25 61.40 29.43 155.30 74.45 70 2.25 0.21 21.90 10.50 177.20 84.95 80 2.50 0.18 18.70 8.96 195.90 93.91 100 2.75 0.15 9.80 4.70 205.70 98.61 120 3.00 0.13 1.70 0.81 207.40 99.42
170 3.50 0.09 0.80 0.38 208.20 99.81 200 3.74 0.07 0.00 0.00 208.20 99.81 230 4.00 0.06 0.00 0.00 208.20 99.81 Sorting 0.73 Skewness -1.09 Kurtosis 6.05 -10.9 MLLW Sieve Number Dry
- 2.5Y-7/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash
Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,412,217 226,409 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.19 Mean Phi 1.51 Phi 5
2.56 Phi 16 2.23 Phi 25 2.01 Phi 50 1.58 Phi 75 1.12 Phi 84 0.87 208.60 Phi 95 0.23 Mean mm 0.35 Moment Statistics Fines (%): 208.60 0.00 Project Name: Topsail Beach Nourishment 2017-2018
Sample Name: 2017-VC-TB-53 #2 Analysis Date: 08-18-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.19 Organics (%): Carbonates
(%): 18.30 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
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 9.10 4.16 9.10 4.16 4 -2.25 4.76 10.00 4.57 19.10 8.74 5 -2.00 4.00 1.70 0.78 20.80 9.52 7
-1.50 2.83 7.10 3.25 27.90 12.76 10 -1.00 2.00 8.70 3.98 36.60 16.74 14 -0.50 1.41 13.60 6.22 50.20 22.96 18 0.00 1.00 17.00 7.78 67.20 30.74 25 0.50 0.71 22.00 10.06 89.20 40.81 35
1.00 0.50 27.80 12.72 117.00 53.52 45 1.50 0.35 31.50 14.41 148.50 67.93 60 2.00 0.25 29.50 13.49 178.00 81.43 70 2.25 0.21 14.20 6.50 192.20 87.92 80 2.50 0.18 13.20 6.04 205.40 93.96
100 2.75 0.15 8.70 3.98 214.10 97.94 120 3.00 0.13 1.70 0.78 215.80 98.72 170 3.50 0.09 1.20 0.55 217.00 99.27 200 3.74 0.07 0.20 0.09 217.20 99.36 230 4.00 0.06 0.10 0.05 217.30 99.41
Sorting 1.64 Skewness -0.91 Kurtosis 3.24 -12.1 MLLW Sieve Number Dry - 2.5Y-5/3SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C.
% Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,412,217 226,409 North Carolina State Plane
Granularmetric Report Northing (ft): Munsell: 0.41 Mean Phi 0.5 Phi 5 2.57 Phi 16 2.10 Phi 25 1.76 Phi 50 0.86 Phi 75 -0.37 Phi 84 -1.09 218.60 Phi 95 -3.07 Mean mm 0.71 Moment Statistics
Fines (%): 218.60 0.40 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-53 #3 Analysis Date: 08-15-17 Analyzed By: JWC Shells (%): Depths and elevations
based on measured values Easting (ft): #230 - 0.59 Organics (%): Carbonates (%): 33.60 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc.
9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.60 0.29 0.60 0.29 10 -1.00 2.00 1.20 0.57 1.80 0.86 14 -0.50 1.41 3.30 1.58 5.10 2.44 18 0.00 1.00
5.80 2.77 10.90 5.21 25 0.50 0.71 10.20 4.87 21.10 10.08 35 1.00 0.50 15.40 7.36 36.50 17.44 45 1.50 0.35 25.50 12.18 62.00 29.62 60 2.00 0.25 48.90 23.36 110.90 52.99 70 2.25 0.21
47.80 22.84 158.70 75.82 80 2.50 0.18 33.10 15.81 191.80 91.64 100 2.75 0.15 12.40 5.92 204.20 97.56 120 3.00 0.13 2.50 1.19 206.70 98.76 170 3.50 0.09 1.20 0.57 207.90 99.33 200 3.74
0.07 0.10 0.05 208.00 99.38 230 4.00 0.06 0.00 0.00 208.00 99.38 Sorting 0.82 Skewness -1.31 Kurtosis 4.76 -8.0 MLLW Sieve Number Dry - 2.5Y-7/1SP Sieve Size (Phi) Sieve Size (Millimeters)
Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate
System: 2,412,741 226,942 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.57 Mean Phi 1.68 Phi 5 2.64 Phi 16 2.38 Phi 25 2.24 Phi 50 1.94 Phi 75 1.31 Phi
84 0.90 209.30 Phi 95 -0.04 Mean mm 0.31 Moment Statistics Fines (%): 209.30 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-54 #1 Analysis Date: 08-18-17
Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.62 Organics (%): Carbonates (%): 20.00 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ
FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.60 0.30 0.60 0.30 4 -2.25 4.76 1.70 0.84 2.30 1.14 5 -2.00 4.00 0.60 0.30 2.90 1.44 7 -1.50 2.83 1.20 0.60 4.10 2.03 10 -1.00 2.00 1.70 0.84 5.80
2.88 14 -0.50 1.41 2.10 1.04 7.90 3.92 18 0.00 1.00 2.60 1.29 10.50 5.21 25 0.50 0.71 3.30 1.64 13.80 6.85 35 1.00 0.50 5.10 2.53 18.90 9.38 45 1.50 0.35 8.40 4.17 27.30 13.55 60 2.00
0.25 22.80 11.32 50.10 24.86 70 2.25 0.21 41.50 20.60 91.60 45.46 80 2.50 0.18 63.90 31.71 155.50 77.17 100 2.75 0.15 34.40 17.07 189.90 94.24 120 3.00 0.13 7.20 3.57 197.10 97.82 170
3.50 0.09 3.20 1.59 200.30 99.40 200 3.74 0.07 0.20 0.10 200.50 99.50 230 4.00 0.06 0.10 0.05 200.60 99.55 Sorting 0.98 Skewness -2.93 Kurtosis 13.17 -11.0 MLLW Sieve Number Dry - 2.5Y-7/1SW
Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g):
Pan Retained (g): Sieve Loss (%): Coordinate System: 2,412,741 226,942 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.40 Mean Phi 2.01 Phi 5 2.80 Phi 16
2.60 Phi 25 2.48 Phi 50 2.29 Phi 75 2.00 Phi 84 1.61 201.50 Phi 95 -0.08 Mean mm 0.25 Moment Statistics Fines (%): 201.50 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample
Name: 2017-VC-TB-54 #2 Analysis Date: 08-14-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.45 Organics (%): Carbonates (%):
10.40 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 9.40 4.46 9.40 4.46 4 -2.25 4.76 12.30 5.84 21.70 10.30 5 -2.00 4.00 4.80 2.28 26.50 12.58 7 -1.50
2.83 10.10 4.80 36.60 17.38 10 -1.00 2.00 11.60 5.51 48.20 22.89 14 -0.50 1.41 14.10 6.70 62.30 29.58 18 0.00 1.00 13.50 6.41 75.80 35.99 25 0.50 0.71 18.70 8.88 94.50 44.87 35 1.00
0.50 20.30 9.64 114.80 54.51 45 1.50 0.35 28.20 13.39 143.00 67.90 60 2.00 0.25 31.80 15.10 174.80 83.00 70 2.25 0.21 14.70 6.98 189.50 89.98 80 2.50 0.18 11.40 5.41 200.90 95.39 100
2.75 0.15 7.30 3.47 208.20 98.86 120 3.00 0.13 1.10 0.52 209.30 99.38 170 3.50 0.09 0.40 0.19 209.70 99.57 200 3.74 0.07 0.00 0.00 209.70 99.57 230 4.00 0.06 0.00 0.00 209.70 99.57
Sorting 1.74 Skewness -0.73 Kurtosis 2.59 -13.4 MLLW Sieve Number Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C.
% Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,412,741 226,942 North Carolina State Plane
Granularmetric Report Northing (ft): Munsell: 0.33 Mean Phi 0.32 Phi 5 2.48 Phi 16 2.04 Phi 25 1.74 Phi 50 0.77 Phi 75 -0.84 Phi 84 -1.64 210.60 Phi 95 -3.16 Mean mm 0.80 Moment Statistics
Fines (%): 210.60 0.20 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-54 #3 Analysis Date: 08-17-17 Analyzed By: DLM Shells (%): Depths and elevations
based on measured values Easting (ft): #230 - 0.43 Organics (%): Carbonates (%): 40.00 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc.
9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.10 0.04 0.10 0.04 10 -1.00 2.00 0.30 0.13 0.40 0.18 14 -0.50 1.41 1.00 0.44 1.40 0.62 18 0.00 1.00
2.00 0.88 3.40 1.50 25 0.50 0.71 5.00 2.20 8.40 3.70 35 1.00 0.50 8.60 3.79 17.00 7.49 45 1.50 0.35 18.70 8.24 35.70 15.73 60 2.00 0.25 86.20 37.99 121.90 53.72 70 2.25 0.21 67.50 29.75
189.40 83.47 80 2.50 0.18 24.90 10.97 214.30 94.45 100 2.75 0.15 9.20 4.05 223.50 98.50 120 3.00 0.13 1.70 0.75 225.20 99.25 170 3.50 0.09 1.00 0.44 226.20 99.69 200 3.74 0.07 0.00
0.00 226.20 99.69 230 4.00 0.06 0.00 0.00 226.20 99.69 Sorting 0.56 Skewness -1.7 Kurtosis 8.08 -6.9 MLLW Sieve Number Dry - 2.5Y-7/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams
Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System:
2,414,148 228,879 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.31 Mean Phi 1.83 Phi 5 2.53 Phi 16 2.26 Phi 25 2.18 Phi 50 1.95 Phi 75 1.62 Phi 84 1.50
226.90 Phi 95 0.67 Mean mm 0.28 Moment Statistics Fines (%): 226.90 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-57 #1 Analysis Date: 08-15-17 Analyzed
By: MAW Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.31 Organics (%): Carbonates (%): 9.50 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP
ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.50 0.24 0.50 0.24 4 -2.25 4.76 5.60 2.69 6.10 2.93 5 -2.00 4.00 1.80 0.86 7.90 3.80 7 -1.50 2.83 4.20 2.02 12.10 5.81 10 -1.00 2.00 5.80 2.79 17.90 8.60
14 -0.50 1.41 9.10 4.37 27.00 12.97 18 0.00 1.00 10.20 4.90 37.20 17.88 25 0.50 0.71 16.50 7.93 53.70 25.80 35 1.00 0.50 22.20 10.67 75.90 36.47 45 1.50 0.35 40.70 19.56 116.60 56.03
60 2.00 0.25 37.20 17.88 153.80 73.91 70 2.25 0.21 14.60 7.02 168.40 80.92 80 2.50 0.18 14.40 6.92 182.80 87.84 100 2.75 0.15 17.40 8.36 200.20 96.20 120 3.00 0.13 4.70 2.26 204.90
98.46 170 3.50 0.09 2.30 1.11 207.20 99.57 200 3.74 0.07 0.10 0.05 207.30 99.62 230 4.00 0.06 0.00 0.00 207.30 99.62 Sorting 1.33 Skewness -1.06 Kurtosis 3.9 -10.0 MLLW Sieve Number
Dry - 2.5Y-7/1SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g):
Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,414,148 228,879 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.29 Mean Phi 1.08 Phi
5 2.71 Phi 16 2.36 Phi 25 2.04 Phi 50 1.35 Phi 75 0.45 Phi 84 -0.19 208.10 Phi 95 -1.70 Mean mm 0.47 Moment Statistics Fines (%): 208.10 0.20 Project Name: Topsail Beach Nourishment
2017-2018 Sample Name: 2017-VC-TB-57 #2 Analysis Date: 08-18-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 0.38 Organics (%):
Carbonates (%): 27.70 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]
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 3.40 1.63 3.40 1.63 4 -2.25 4.76 7.40 3.54 10.80 5.16 5 -2.00 4.00 4.50 2.15 15.30 7.31 7
-1.50 2.83 11.40 5.45 26.70 12.76 10 -1.00 2.00 16.60 7.93 43.30 20.70 14 -0.50 1.41 24.10 11.52 67.40 32.22 18 0.00 1.00 20.10 9.61 87.50 41.83 25 0.50 0.71 22.20 10.61 109.70 52.44
35 1.00 0.50 29.00 13.86 138.70 66.30 45 1.50 0.35 20.70 9.89 159.40 76.20 60 2.00 0.25 18.60 8.89 178.00 85.09 70 2.25 0.21 10.50 5.02 188.50 90.11 80 2.50 0.18 12.00 5.74 200.50 95.84
100 2.75 0.15 2.50 1.20 203.00 97.04 120 3.00 0.13 3.40 1.63 206.40 98.66 170 3.50 0.09 1.90 0.91 208.30 99.57 200 3.74 0.07 0.10 0.05 208.40 99.62 230 4.00 0.06 0.00 0.00 208.40 99.62
Sorting 1.51 Skewness -0.33 Kurtosis 2.59 -9.3 MLLW Sieve Number Dry - 2.5Y-6/2SW Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. %
Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,414,419 229,333 North Carolina State Plane Granularmetric
Report Northing (ft): Munsell: 0.33 Mean Phi 0.25 Phi 5 2.46 Phi 16 1.94 Phi 25 1.44 Phi 50 0.39 Phi 75 -0.81 Phi 84 -1.30 209.20 Phi 95 -2.30 Mean mm 0.84 Moment Statistics Fines (%):
209.20 0.10 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-58 #1 Analysis Date: 08-23-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured
values Easting (ft): #230 - 0.38 Organics (%): Carbonates (%): 25.40 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street
Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.00
0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.00 0.00 0.00 0.00 18 0.00 1.00 0.20 0.09 0.20 0.09
25 0.50 0.71 0.80 0.37 1.00 0.46 35 1.00 0.50 2.80 1.30 3.80 1.76 45 1.50 0.35 10.20 4.72 14.00 6.48 60 2.00 0.25 36.10 16.72 50.10 23.21 70 2.25 0.21 65.10 30.15 115.20 53.36 80 2.50
0.18 71.20 32.98 186.40 86.34 100 2.75 0.15 24.60 11.39 211.00 97.73 120 3.00 0.13 3.50 1.62 214.50 99.35 170 3.50 0.09 0.60 0.28 215.10 99.63 200 3.74 0.07 0.00 0.00 215.10 99.63 230
4.00 0.06 0.00 0.00 215.10 99.63 Sorting 0.41 Skewness -1.4 Kurtosis 6.66 -11.4 MLLW Sieve Number Dry - 2.5Y-7/2SP Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight
Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%): Coordinate System: 2,414,419 229,333
North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 0.37 Mean Phi 2.15 Phi 5 2.69 Phi 16 2.48 Phi 25 2.41 Phi 50 2.22 Phi 75 2.01 Phi 84 1.78 215.90 Phi 95 1.34
Mean mm 0.23 Moment Statistics Fines (%): 215.90 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-58 #2 Analysis Date: 08-23-17 Analyzed By: DLM Shells
(%): Depths and elevations based on measured values Easting (ft): #230 - 0.37 Organics (%): Carbonates (%): 9.20 GRANULARMETRIC REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17
TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]" -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 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.20 0.10 0.20 0.10 10 -1.00 2.00 0.20 0.10 0.40 0.20 14 -0.50 1.41 0.50
0.24 0.90 0.44 18 0.00 1.00 1.60 0.78 2.50 1.22 25 0.50 0.71 5.30 2.59 7.80 3.82 35 1.00 0.50 16.30 7.97 24.10 11.79 45 1.50 0.35 51.30 25.10 75.40 36.89 60 2.00 0.25 81.70 39.97 157.10
76.86 70 2.25 0.21 29.00 14.19 186.10 91.05 80 2.50 0.18 10.20 4.99 196.30 96.04 100 2.75 0.15 1.50 0.73 197.80 96.77 120 3.00 0.13 0.00 0.00 197.80 96.77 170 3.50 0.09 0.00 0.00 197.80
96.77 200 3.74 0.07 0.00 0.00 197.80 96.77 230 4.00 0.06 0.00 0.00 197.80 96.77 Sorting 0.54 Skewness -1.2 Kurtosis 6.12 -15.4 MLLW Sieve Number Dry - 2.5Y-7/2SP Sieve Size (Phi) Sieve
Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained Elevation (ft): USCS: Comments: Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve
Loss (%): Coordinate System: 2,414,419 229,333 North Carolina State Plane Granularmetric Report Northing (ft): Munsell: 3.23 Mean Phi 1.56 Phi 5 2.45 Phi 16 2.13 Phi 25 1.98 Phi 50
1.66 Phi 75 1.26 Phi 84 1.08 204.40 Phi 95 0.57 Mean mm 0.34 Moment Statistics Fines (%): 204.40 0.00 Project Name: Topsail Beach Nourishment 2017-2018 Sample Name: 2017-VC-TB-58
#3 Analysis Date: 08-23-17 Analyzed By: DLM Shells (%): Depths and elevations based on measured values Easting (ft): #230 - 3.23 Organics (%): Carbonates (%): 29.30 GRANULARMETRIC
REPORT TOPSAIL 2017-2018.GPJ FL DEP ROSS.GDT 9/2/17 TI Coastal Services, Inc. 9111-B Market Street Wilmington, NC 28411 ph 910.821.1358 fax [phone]