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Home My WebLink About20020158 Ver 3_Tab G - Sediment Analysis_202010026 11 �W�_ .. uSACE IMF LEGEND Q� VIBRACORE SAMPLE SITE ® BEACH GRAB SAMPLE SITE TOWN OF SUNSET BEACH - NAVIGATION PROJECT o' 400' 800' MAINTENANCE DREDGING OF SOUTH JINKS CREEK NEARSHORE PLACEMENT 2 SEDIMENT SAMPLING MAP GRAPHIC SCALE IN FEET APPENDIX A SOUTH JINKS CREEK SEDIMENT ANALYSIS PG Al-1 ANALYSIS SUMMARY PLANVIEW PG Al-2 ANALYSIS SUMMARY TABLE PG A2-1 THRU A2-6 VIBRACORE COMPOSITES PG A3-1 THRU PG A3-6 VIBRACORE LOGS PG A4-1 THRU A4-36 GRADATION CURVES PG A5-1 THRU A5-6 VIBRACORE PHOTOGRAPHS PG A6-1 CALCITE COMPOSITE ,,,' moffatt & nichol 9269 Town of Sunset Beach Navigation Project South Jinks Creek Sediment Analysis Summary Table Per 15A NCAC 07H.0312 Fines: X < 0.0625 mm Sand: 0.0625 <_ X < 2 mm Granular: 2 mm < X < 4.76 mm Cr-l•a7F<X<7r-- South Jinks Creek Vibracore Composite Summary Table Representative Stations Representative Volume Sample Elevation (FT-MLW) Max. Disturbance (FT-MLW) % Coverage of Disturbance Depth Composite Summary (% By Wt. Passing) Mean Sorting Skewness Kurtosis Calcium Content Vibracore Start Stop(CY) To Bottom Fines Sand Granular Gravel Total mm a a) % SJ-01 51+00 52+50 4,311 -0.01 -6 -6 100% 1.42 98.56 0.02 0.00 100.00 0.16 0.41 -0.16 0.99 4% SJ-02 52+50 54+25 5,096 0.2 -6 -6 100% 2.66 97.33 0.01 0.00 100.00 0.15 0.43 -0.01 0.84 6% SJ-03 54+25 56+75 7,985 0.3 -6 -6 100% 2.05 97.94 0.01 0.00 100.00 0.17 0.41 -0.14 0.99 5% SJ-04 56+75 60+00 10,293 1.1 6 -6 100%1.70 98.30 0.01 0.00 100.00 0.17 0.40 -0.11 0.88 5% SJ-05 60+00 62+50 5,720 -2.3 6 -6 100% 0.57 99.40 0.02 0.00 100.00 0.17 0.42 -0.16 0.94 4% SJ-06 62+50 68+50 7,045 0.5 -6 -6 100% 1.14 98.85 0.01 0.00 1 100.00 0.17 0.45 -0.14 0.89 4% Area Volume (CY) Stations Beach Compatible Material 40,450 51+00 - 68+50 1. Max. Disturbance Depth includes overdredge tolerance. 2. Volumetric quantities are rounded for clarity. Recipient Beach Sediiment Analysis (Reference Only) DCM Compatibility Summary Carbonate 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% Native Summary M(pn 2.525 G(pn 0.420 Transect Gravel Granular Sand <#230 Transect Median Him MeanDS mm (mm) D16 (mm) D50 (mm) D84 (mm) D95 (m 0+00 0.07 % 0.09% 98.61 % 1.22% 0+00 0.18 0.17 0.29 0.22 0.18 0.14 0.11 4+00 0.04% 0.06% 98.67% 1.23% 4+00 0.17 0.17 0.27 0.22 0.17 0.13 0.11 8+00 0.04% 0.09% 98.39% 1.49% 8+00 0.18 0.18 0.29 0.23 0.18 0.14 0.11 12+00 0.10 % 2.44 % 96.36 % 1.11 % 12+00 0.17 0.17 0.30 0.23 0.17 0.13 0.11 16+00 0.11% 0.06% 98.70% 1.13% 16+00 0.17 0.17 0.29 0.23 0.17 0.13 0.11 Grand Mean 0.07% 0.55 % 98.15 % 1.23% Grand Mean mm 0.17 0.17 0.29 0.23 0.17 0.13 0.11 Grand Mean (yt) 2.52 2.52 1.80 2.15 2.52 2.90 3.20 Al-2 „" moftatt & nichol VIBRACORE COMPOSITES Sieve Designation Legend Sieve # Sieve Size (ID) Sieve Size (mm) 3/4 1 5/8 1 7/16 1 5/16 1 3.5 1 4 1 5 1 7 10 14 18 1 25 35 1 45 60 1 80 120 1 170 1 200 230 5 1 -4.00 -3.50 -3.00 -2.50 -2.25 -2.00 -1.50 -1.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 3.75 4.00 1 19.0 1 16 11 8 5.7 4.76 4 2.8 1 2 1.4 1 1 0.71 0.5 0.35 0.25 0.18 0.125 0.09 0.0743 0.0625 Town of Sunset Beach Navigation Project South Jinks Creek Vibracore Composites Design Depth -5 MLW (+1) Vibracore SJ-1 (Max. Dredge DeDth -6 MLW) SJ-1 Sample Cumulative % by Weight Retained Sieve (Phi) #1 #2 #3 #4 -4.25 0.00 0.00 -4.00 0.00 0.00 -3.50 0.00 0.00 -3.00 0.00 0.00 -2.50 0.00 0.00 -2.25 0.00 0.00 -2.00 0.00 0.00 -1.50 0.01 0.02 -1.00 0.03 0.02 -0.50 0.05 0.03 0.00 0.13 0.07 0.50 0.30 0.16 1.00 0.77 0.31 1.50 2.39 0.91 2.00 12.21 5.34 2.50 37.29 26.62 3.00 1 87.02 84.47 3.50 98.36 97.64 3.75 98.83 98.28 4.00 98.89 1 98.36 Calcium Carbonate Content IComnosite: 4% 1 • T-hofel & Tyler (1941) SJ-1 Sample Cumulative % by Weight Passing #1 #2 #3 #4 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 99.99 99.98 99.97 99.98 99.95 99.97 99.87 99.93 99.70 99.84 99.23 99.69 97.61 99.09 87.79 94.66 62.71 73.38 12.98 15.53 1.64 2.36 1.17 1.72 1.11 1.64 Si-1 Composite Grain Size Distribution (% by Weight Passing) Sample Fines Sand Granular Gravel Total 1.00 1.11 98.86 0.03 0.00 100% 2.00 1.64 98.34 0.02 0.00 100% Com osite 1.42 98.56 0.02 0.00 Weighted Composite % Retained % Passing 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.02 99.98 0.02 99.98 0.04 99.96 0.10 99.90 0.22 99.78 0.50 99.50 1.53 98.47 8.22 91.78 31.09 68.91 85.54 14.46 97.94 2.06 98.51 L49 98.58 1.42 Per 15A NCAC 07H.0312 Fines: X < 0.0625 mm Sand: 0.0625 < X < 2 mm Granular: 2 mm < X < 4.76 mm Gravel: 4.76 < X < 76 mm SJ-1 Depth Invtlerval (MLColor Representative Values Munsell Sample Top Bottom Length (ft) Percent USCS 1 -0.01 -2.1 2.09 41.88 % SP 10Y 6/2 2 -3.1 -6 2.9 58.12% SP 5Y 6/1 Composite i -0.01 -6 i 4.99 100.00 S.1-1 Moment Statistics and Properties in Phi Units Sample cps Nib N25 N50 975 984 995 1 1.63 2.08 2.25 2.63 2.88 2.97 3.35 2 1.96 2.25 2.46 2.70 2.92 3.00 3.40 Composite 1.76 2.37 2.67 2.90 2.99 3.38 ST, I F--Parameters in Phi Units Sample Median (() Median (mm) Mean (�) Mean (mm) Sorting (o) Skewness (a) Kurtosis (13) 1 2.63 0.16 2.56 0.17 0.45 -0.16 0.92 2 2.70 0.15 2.65 0.16 0.37 -0.14 0.93 posite 2.JIL,0.41 -0.16 0.99 Notes: 1. Mean grain size (Mdm) determined by [('D84+D50+'Di6)/3] (Folk & Ward,1957). 2. Sorting determined by [(084-(D16)/2] (Dean & Dalrymple, 2002). 3. Skewness determined by [(Mdo-050)/am] (Dean & Dalrymple, 2002). 4. Kurtosis determined by {[('Dcb-<D5) + (D95-'D84)]/2o.) (Dean & Dalrymple, 2002). 5. Calcium Carbonate content of dredge material must be within 15% of recipient beach values. 6. Moment statistics determined by linear interpretation of composite properties. A2-1 'A'1 moffatt & nichol Sieve # Sieve Size (1)) Sieve Size (mm) Sieve Designation Legend 3/4 5/8 7/16 5/16 3.5 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 -4.25 -4.00 -3.50 -3.00 -2.50 -2.25 -2.00 -1.50 -1.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 3.751 4.00 19.0 16 11 8 5.7 4.76 4 2.8 2 1.4 1 0.71 0.5 0.35 0.25 0.18 0.125 0.09 0.0743 0.0625 Town of Sunset Beach Navigation Project South Jinks Creek Vibracore Composites Design Depth -5 MLW (+1) Vibracore SJ-2 ax. Dredge De lth -6 MLW) SJ-2 Sample Cumulative % by Weight Retained Sieve (Phi) #.L #2 #3 #4 -4.25 0.00 0.00 0.00 -4.00 0.00 0.00 0.00 -3.50 0.00 0.00 0.00 -3.00 0.00 0.00 0.00 -2.50 0.00 0.00 0.00 -2.25 0.00 0.00 0.00 -2.00 0.00 0.00 0.00 -1.50 0.00 0.00 0.00 -1.00 0.01 0.00 0.03 -0.50 0.04 0.00 0.05 0.00 0.11 0.02 0.17 0.50 0.27 0.05 0.37 1.00 0.70 0.12 0.89 1.50 2.07 0.28 2.05 2.00 9.20 1.69 5.54 2.50 27.59 15.74 19.00 3.00 81.63 77.22 68.06 3.50 96.47 96.75 91.95 3.75 97.42 97.96 94.18 97.59 1 98.11 1 94.61 Calcium Carbonate Content IComoosite: 5.9% 1 Twenhofel & Tyler (1941) SJ-2 Sample Cumulative % by Weight Passing #1 #2 #3 #4 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 99.99 100.00 99.97 99.96 100.00 99.95 99.89 99.98 99.83 99.73 99.95 99.63 99.30 99.88 99.11 97.93 99.72 97.95 90.80 98.31 94.46 72.41 84.26 81.00 18.37 22.78 31.94 3.53 3.25 8.05 2.58 2.04 5.82 2.41 1.89 5.39 SJ-2 Composite Grain Size Distribution (% by Weight Passing) Sample Fines Sand Granular Gravel Total 1.00 2.41 97.58 0.01 0.00 100% 2.00 1.89 98.11 0.00 0.00 100% 3.00 5.39 94.58 0.03 0.00 100% Com osite 2.66 97.33 0.01 0.00 100°% Weighted Composite %Retained %Passing 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.01 99.99 0.03 99.97 0.09 99.91 0.20 99.80 0.51 99.49 1.39 98.61 5.81 94.19 21.82 78.18 77.92 22.08 95.89 4.11 97.13 2.87 97.34 1 2.66 Per 15A NCAC 07H.0312 Fines: X < 0.0625 mm Sand: 0.0625 < X < 2 mm Granular: 2 mm < X < 4.76 mm Gravel: 4.76 < X < 76 mm SJ-2 Depth Interval (MLW) Representative Values Munsell Color Sample Top Bottom Length (ft) Percent USCS 1 0.2 -2.3 2.5 47.17% SP 5Y 6/2 2 -2.8 -4.8 2 37.74% SP 5Y 5/2 3 -5.2 -6 0.8 15.09% SP-SM 5Y4/1 Composite 1 0.2 -6 1 5.3 100.00% SJ-2 Moment Statistics and Properties in Phi Units Sample ps Nib Nzs Nso N95 1 1.71 2.18 2.43 2.71 3.45 2 2.12 2.50 2.58 2.78 3.46 3 1.92 2.39 2.56 2.82 L3.153.33 4.23 Composite 1.91 2.32 2.533.48 SJ-2 I Parameters in Phi Units Sample Median (() Median (mm) Mean (4)) Mean (mm) Sorting (a) Skewness (a) Kurtosis (0) 1 2.71 0.15 2.66 0.16 0.45 -0.11 0.95 2 2.78 0.15 2.82 0.14 0.34 0.12 0.99 3 2.82 0.14 2.85 0.14 0.47 0.06 1.44 Composite 2.75 1 0.15 1 2.75 1 0.15 1 0.43 1 -0.01 Notes: I. Mean grain size (Mdm) determined by [('D84+D50+'D16)/3] (Folk & Ward,1957). 2. Sorting determined by [(084-016)/2] (Dean & Dalrymple, 2002). 3. Skewness determined by [(Mdm-050)/am1 (Dean & Dalrymple, 2002). 4. Kurtosis determined by {1016-D5) + 095-'Ds4)]/2a�1(Dean & Dalrymple, 2002). 5. Calcium Carbonate content of dredge material must be within 15°% of recipient beach values. 6. Moment statistics determined by linear interpretation of composite properties. `e'2-2 'A'1 moffatt & nichol Sieve # Sieve Size (1)) Sieve Size (mm) Sieve Designation Legend 3/4 5/8 7/16 5/16 3.5 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 -4.25 -4.00 -3.50 -3.00 -2.50 -2.25 -2.00 -1.50 -1.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 3.751 4.00 19.0 16 11 8 5.7 4.76 4 2.8 2 1.4 1 0.71 0.5 0.35 0.25 0.18 0.125 0.09 0.0743 0.0625 Town of Sunset Beach Navigation Project South Jinks Creek Vibracore Composites Design Depth -5 MLW (+1) Vibracore SJ-3(Max. Dredge De lth -6 ML SJ-3 Sample Cumulative % by Weight Retained Sieve (Phi) AI #2 #3 #4 -4.25 0.00 0.00 0.00 -4.00 0.00 0.00 0.00 -3.50 1 0.00 0.00 0.00 -3.00 0.00 0.00 0.00 -2.50 0.00 0.00 0.00 -2.25 0.00 0.00 0.00 -2.00 0.00 0.00 0.00 -1.50 0.00 0.00 0.00 -1.00 0.01 0.01 0.02 -0.50 0.03 0.05 0.13 0.00 0.05 0.12 0.20 0.50 0.16 0.21 0.61 1.00 0.46 0.37 1.76 1.50 1.39 0.88 4.96 2.00 8.27 5.57 14.59 2.50 42.47 32.58 37.54 3.00 93.42 86.44 88.84 3.50 98.98 96.21 98.05 3.75 99.19 96.82 98.43 400 99.22 1 96.92 1 98.46 Calcium Carbonate Content IComoosite: 4.5% 1 Twenhofel & Tyler (1941) SJ-3 Sample Cumulative % by Weight Passing #1 #2 #3 #4 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 99.99 99.99 99.98 99.97 99.95 99.87 99.95 99.88 99.80 99.84 99.79 99.39 99.54 99.63 98.24 98.61 99.12 95.04 91.73 94.43 85.41 57.53 67.42 62.46 6.58 13.56 1 11.16 1.02 3.79 1.95 0.81 1 3.18 1 1.57 0.78 1 3.08 1 1.54 IF SJ-3 Composite Grain Size Distribution (% by Weight Passing) Sample Fines Sand Granular Gravel Total 1.00 0.78 99.21 0.01 0.00 100% 2.00 3.08 96.91 0.01 0.00 100% 3.00 1.54 98.44 0.02 0.00 100% Com osite 2.05 97.94 0.01 0.00 100% Weighted Composite %Retained %Passing 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.01 99.99 0.06 99.94 0.12 99.88 0.29 99.71 0.74 99.26 2.03 97.97 8.55 91.45 36.60 63.40 89.00 11.00 97.45 2.55 97.89 2.11 97.95 2.05 Per 15A NCAC 07H.0312 Fines: X < 0.0625 mm Sand: 0.0625 < X < 2 mm Granular: 2 mm < X < 4.76 mm Gravel: 4.76 < X < 76 mm SJ-3 Depth Interval (MLW) Representative Values Munsell Color Sample Top Bottom Length (ft) Percent SC US 1 0.3 -1.2 1.5 28.30% SP 5Y 6/1 2 -1.7 -4.2 2.5 47.17% SP 5Y 6/1 3 -4.7 -6 1.3 24.53% SP 5Y 7/1 Composite i 0.3 -6 1 5.3 100.00 SJ-3 Moment Statistics and Properties in Phi Units Sample jillIlL. Nib <P25 T50 Nis T84 tP95 1 1.76 2.11 2.24 2.57 2.82 2.91 3.14 2 1.94 2.19 2.36 2.66 2.89 2.98 3.44 3 1.50 2.03 2.23 2.62 2.87 2.95 3.33 Composite 1.73 2.13 2.29 2.63 2.87 2.95 SJ-3 I F--Parameters in Phi Units Sample Median (() Median (mm) Mean (�) Mean (mm) Sorting (a) Skewness (a) Kurtosis (P) 1 2.57 0.17 2.53 0.17 0.40 -0.11 0.74 2 2.66 0.16 2.61 0.16 0.39 -0.13 0.91 3 2.62 0.16 2.53 0.17 0.46 -0.19 0.99 Composite 2.63 0.16 2.57 0.17 0.41 0.14 0.99 Notes: 1. Mean grain size (Mdm) determined by [(tb84+D50+'D16)/3] (Folk & Ward,1957). 2. Sorting determined by [(084-016)/2] (Dean & Dalrymple, 2002). 3. Skewness determined by [(Mdm-050)/am1 (Dean & Dalrymple, 2002). 4. Kurtosis determined by {1016-D5) + 095-'Ds4)]/2a�1(Dean & Dalrymple, 2002). 5. Calcium Carbonate content of dredge material must be within 15% of recipient beach values. 6. Moment statistics determined by linear interpretation of composite properties. A2-3 'A'1 moffatt & nichol Sieve # Sieve Size (1)) Sieve Size (mm) Sieve Designation Legend 3/4 5/8 7/16 5/16 3.5 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 -4.25 -4.00 -3.50 -3.00 -2.50 -2.25 -2.00 -1.50 -1.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 3.751 4.00 19.0 16 11 8 5.7 4.76 4 2.8 2 1.4 1 0.71 0.5 0.35 0.25 0.18 0.125 0.09 0.0743 0.0625 Town of Sunset Beach Navigation Project South Jinks Creek Vibracore Composites Design Depth -5 MLW (+1) Vibracore SJ4 ax. Dredge De lth -6 MLW) SJ-4 Sample Cumulative % by Weight Retained Sieve (Phi) #.L #2 #3 #4 -4.25 0.00 0.00 0.00 -4.00 0.00 0.00 0.00 -3.50 0.00 0.00 0.00 -3.00 0.00 0.00 0.00 -2.50 0.00 0.00 0.00 -2.25 0.00 0.00 0.00 -2.00 0.00 0.00 0.00 -1.50 1 0.00 0.00 1 0.00 -1.00 0.00 0.02 0.00 -0.50 0.04 0.06 0.02 0.00 0.13 0.10 0.02 0.50 0.37 0.21 0.07 1.00 0.77 0.44 0.16 1.50 1.73 1.05 0.48 2.00 9.13 7.21 4.08 2.50 39.64 40.38 36.68 3.00 89.99 87.72 90.87 3.50 97.75 96.30 98.39 3.75 98.19 97.75 98.75 98.26 1 97.85 1 98.78 Calcium Carbonate Content IComoosite: 4.8% 1 Twenhofel & Tyler (1941) SJ-4 Sample Cumulative % by Weight Passing #1 #2 #3 #4 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 99.98 100.00 99.96 99.94 99.98 99.87 99.90 99.98 99.63 99.79 99.93 99.23 99.56 99.84 98.27 98.95 99.52 90.87 92.79 95.92 60.36 59.62 63.32 10.01 12.28 9.13 2.25 3.70 1.61 1.81 2.25 1.25 1.74 2.151 1.22 111 SJ-4 Composite Grain Size Distribution (% by Weight Passing) Sample Fines Sand Granular Gravel Total 1.00 1.74 98.26 0.00 0.00 100% 2.00 2.15 97.83 0.02 0.00 100 3.00 1.22 98.78 0.00 0.00 100% Com osite 1.70 98.30 0.01 0.00 100% Weighted Composite %Retained %Passing 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 1 100.00 0.01 99.99 0.04 99.96 0.09 99.91 0.23 99.77 0.48 99.52 1.13 98.87 6.94 93.06 38.92 61.08 89.58 10.42 97.51 2.49 98.23 1.77 98.30 1.70 Per 15A NCAC 07H.0312 Fines: X < 0.0625 mm Sand: 0.0625 < X < 2 mm Granular: 2 mm < X < 4.76 mm Gravel: 4.76 < X < 76 mm SJ-4 Depth Interval (MLW) Representative Values Mansell Color Sample Top Bottom Length (ft) Percent USCS 1 1.1 -1.4 2.5 37.88% SP 10Y 6/1 2 -1.9 -3.9 2 30.30% SP 5Y 5/2 3 -3.9 -6 2.1 31.82 % SP 5GY 5/2 Composite i 1.1 1 -6 1 6.6 100.00% SJ-4 Moment Statistics and Properties in Phi Units Sample (P5 T16 (P25 T50 T75 T84 (P95 1 1.72 2.11 2.26 2.60 2.85 2.94 3.32 2 1.82 2.13 2.27 2.60 2.87 2.96 3.42 3 2.01 2.18 2.32 2.62 2.85 2.94 3.27 Composite 1.83 2.14 2.28 2.61 3.34 SJ-4 Parameters in Phi Units Sample Median (() Median (mm) Mean (�) Mean (mm) Sorting (a) Skewness (a) Kurtosis (P) 1 2.60 0.16 2.55 0.17 0.41 -0.12 0.93 2 2.60 0.16 2.56 0.17 0.41 -0.09 0.94 3 2.62 0.16 2.58 0.17 0.38 -0.11 0.67 Composite 1 2.61 1 0.16 1 2.57 1 0.17 0.40 1 -0.11 0.88 Notes: I. Mean grain size (Mdm) determined by [('D84+D50+'D16)/3] (Folk & Ward,1957). 2. Sorting determined by [(084-016)/2] (Dean & Dalrymple, 2002). 3. Skewness determined by [(Mdm-050)/am1 (Dean & Dalrymple, 2002). 4. Kurtosis determined by {1016-Ds) + 095-'Ds4)]/2a�1(Dean & Dalrymple, 2002). 5. Calcium Carbonate content of dredge material must be within 15% of recipient beach values. 6. Moment statistics determined by linear interpretation of composite properties. A24 'A'1 moffatt & nichol Sieve # Sieve Size (1)) Sieve Size (mm) Sieve Designation Legend 3/4 5/8 7/16 5/16 3.5 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 -4.25 -4.00 -3.50 -3.00 -2.50 -2.25 -2.00 -1.50 -1.00 -0.50 0.00 0.50 1.00 1.50 1 2.00 2.50 3.00 3.50 3.751 4.00 19.0 16 11 8 5.7 4.76 4 2.8 2 1.4 1 0.71 0.5 0.35 0.25 0.18 0.125 0.09 0.0743 0.0625 Town of Sunset Beach Navigation Project South Jinks Creek Vibracore Composites Design Depth -5 MLW (+1) Vibracore SJ-5(Max. Dredge De lth -6 MLW) SJ-5 Sample Cumulative % by Weight Retained Sieve (Phi) #.1 #2 #3 #4 -4.25 0.00 0.00 0.00 -4.00 0.00 0.00 0.00 -3.50 0.00 0.00 0.00 -3.00 0.00 0.00 0.00 -2.50 0.00 0.00 0.00 -2.25 0.00 0.00 0.00 -2.00 0.00 0.00 0.00 -1.50 1 0.03 0.00 1 0.00 -1.00 0.04 0.02 0.00 -0.50 0.23 0.04 0.00 0.00 0.48 0.07 0.03 0.50 0.98 0.18 0.06 1.00 2.18 1.27 0.13 1.50 5.45 2.31 0.31 2.00 19.04 8.75 2.62 2.50 49.34 34.45 22.23 3.00 91.36 91.29 85.39 3.50 97.91 99.56 98.55 3.75 98.32 99.89 99.00 400 98.39 1 99.94 1 Calcium Carbonate Content IComoosite: 4.1% 1 Twenhofel & Tyler (1941) SJ-5 Sample Cumulative % by Weight Passing #1 #2 #3 #4 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.00 99.97 100.00 100.00 99.96 99.98 100.00 99.77 99.96 100.00 99.52 99.93 99.97 99.02 99.82 99.94 97.82 98.73 99.87 94.55 97.69 99.69 80.96 91.25 97.38 50.66 65.55 77.77 8.64 8.71 14.61 2.09 0.44 1.45 1.68 0.11 1.00 1.61 0.061 0.94 IF SJ-5 Composite Grain Size Distribution (% by Weight Passing) Sample Fines Sand Granular Gravel Total 1.00 1.61 98.35 0.04 0.00 100% 2.00 0.06 99.92 0.02 0.00 100% 3.00 0.94 99.06 0.00 0.00 100% Com osite 0.57 99.40 0.02 0.00 100°% Weighted Composite %Retained %Passing 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.01 99.99 0.02 99.98 0.09 99.91 0.18 99.82 0.38 99.62 1.39 98.61 2.94 97.06 10.87 89.13 37.15 62.85 90.67 9.33 99.00 1.00 99.37 0.63 99.43 0.57 Per 15A NCAC 07H.0312 Fines: X < 0.0625 mm Sand: 0.0625 < X < 2 mm Granular: 2 mm < X < 4.76 mm Gravel: 4.76 < X < 76 mm SJ-5 Depth Interval (MLW) Representative Values Mansell Color Sample Top Bottom Length (ft) Percent USCS 1 -2.3 -3.3 1 27.03% SP 10Y 6/1 2 -3.3 -5.6 2.3 62.16% SP 10Y 6/1 3 -5.6 -6 0.4 10.81% SP 5GY 6/1 Composite i -2.3 1 -6 1 3.7 100.00% SJ-5 Moment Statistics and Properties in Phi Units Sample Nib (P25 T50 T75 T84 (P95 1 1.43 1.89 2.10 2.51 2.81 2.91 3.28 2 1.71 2.14 2.32 2.64 2.86 2.94 3.22 3 2.06 2.34 2.52 2.72 2.92 2.99 3.37 Composite 1.63 2.10 2.27 2.62 2.85 2.94 3.26 SJ-5 Parameters in Phi Units Sample Median (() Median (mm) Mean (4)) Mean (mm) Sorting (a) Skewness (a) Kurtosis (P) 1 2.51 0.18 2.44 0.18 0.51 -0.14 0.80 2 2.64 0.16 2.57 0.17 0.40 -0.16 0.91 3 2.72 0.15 2.68 0.16 0.32 -0.11 1.01 Composite 1 2.62 1 0.16 1 2.55 1 0.17 1 0.42 -O.IWI 0.94 Notes: I. Mean grain size (Mdm) determined by [(tb84+D50+'D16)/3] (Folk & Ward,1957). 2. Sorting determined by [(084-016)/2] (Dean & Dalrymple, 2002). 3. Skewness determined by [(Mdm-050)/am1 (Dean & Dalrymple, 2002). 4. Kurtosis determined by {1016-D5) + 095-'Ds4)]/2a�1(Dean & Dalrymple, 2002). 5. Calcium Carbonate content of dredge material must be within 15°% of recipient beach values. 6. Moment statistics determined by linear interpretation of composite properties. A2-5 khAkA moffatt & nichol Sieve # Sieve Size (1)) Sieve Size (mm) Sieve Designation Legend 3/4 5/8 7/16 5/16 3.5 4 5 7 10 14 1 18 25 35 45 60 80 120 170 200 230 -4.25 -4.00 -3.50 -3.00 -2.50 -2.25 -2.00 -1.50 -1.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 3.751 4.00 19.0 16 11 8 5.7 4.76 4 2.8 2 1.4 1 0.71 0.5 0.35 0.25 0.18 0.125 0.09 0.0743 0.0625 Town of Sunset Beach Navigation Project South Jinks Creek Vibracore Composites Design Depth -5 MLW (+1) Vibracore SJ-6 (Max. Dredge DeDth -6 MLW) Sieve -4.25 -4.00 -3.50 -3.00 -2.50 -2.25 -2.00 -1.50 -1.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 3.75 SJ-6 Sample Cumulative % by Weight Retained AI #2 #3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.00 0.02 0.02 0.08 0.03 0.03 0.04 0.20 0.09 0.08 0.14 0.57 0.22 0.24 0.50 1.95 0.50 0.93 1.68 7.31 1.44 7.74 7.92 34.29 5.94 40.60 29.77 67.27 22.43 92.05 87.41 93.68 73.20 98.69 98.38 98.96 95.51 98.99 98.78 99.20 97.00 99.00 98.82 99.22 97.20 Calcium Carbonate Content IComnosite: 4.4% 1 Twenhofel & Tyler (1941) SJ-6 Sample Cumulative %by Weight Passing #1 #2 #3 #4 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 99.99 99.97 100.00 99.98 99.98 99.92 99.97 99.97 99.96 99.80 99.91 99.92 99.86 99.43 1 99.78 99.76 99.50 98.05 99.50 99.07 98.32 92.69 98.56 92.26 92.08 65.71 94.06 59.40 70.23 32.73 77.57 7.95 12.59 6.32 26.80 1.31 1.62 1.04 4.49 1.01 1.22 0.80 3.00 1.00 1.18 0.781 2.80 SJ-6 Composite Grain Size Distribution (% by Weight Passing) Sample Fines Sand Granular Gravel Total 1.00 1.00 99.00 0.00 0.00 100% 2.00 1.18 98.81 0.01 0.00 100% 3.00 0.78 99.19 0.03 0.00 100% 4.00 2.80 97.20 0.00 0.00 100% Com osite 1.14 98.85 0.01 0.00 100 Weighted Composite %Retained %Passing 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.01 99.99 0.03 99.97 0.08 99.92 0.22 99.78 0.73 99.27 2.67 97.33 13.78 86.22 42.02 57.98 89.55 10.45 98.41 1.59 98.82 1.18 98.86 1.14 Per 15A NCAC 07H.0312 Fines: X < 0.0625 mm Sand: 0.0625 < X < 2 mm Granular: 2 mm < X < 4.76 mm Gravel: 4.76 < X < 76 mm SJ-6 Depth Interval (MLW) Representative Values Munsell Color Sample Top Bottom Length (ft) Percent US SC 1 0.5 -2 2.5 38.46% SP 5GY 6/2 2 -2 -4 2 30.77% SP 5GY 6/2 3 -4 -5.5 1.5 23.08% SP 5GY6/1 4 -5.5 6 0.5 7.69% SP 5GY 6/2 Composite 0.5 -6 6.5 100.00 SJ-6 Moment Statistics and Properties in Phi Units Sample cps Nib N25 N50 N75 N84 tP95 1 1.80 2.13 2.26 2.59 2.83 2.92 3.22 2 1.77 2.18 2.39 2.68 2.89 2.97 3.35 3 1.28 1.66 1.83 2.24 2.65 2.82 3.13 4 1.90 2.31 2.53 2.77 3.04 3.24 3.49 Composite 1.60 2.04 2.20 2.58 2.85 2.94 SJ-6 Parameters in Phi Units Sample Median (() Median (mm) Mean (�) Mean (mm) Sorting (c) Skewness (a) Kurtosis (P) 1 2.59 0.17 2.55 0.17 0.40 -0.11 0.79 2 2.68 0.16 2.61 0.16 0.39 -0.17 1.01 3 2.24 0.21 2.24 0.21 0.58 0.00 0.59 4 2.77 0.15 2.77 0.15 0.47 0.00 0.70 2.58 0.17 2.52 0.17 1 0.45 1 -0.14 1 0.89 Notes: 1. Mean grain size (Mdm) determined by [('D84+D50+'D16)/3] (Folk & Ward,1957). 2. Sorting determined by [(4D84-4D16)/2] (Dean & Dalrymple, 2002). 3. Skewness determined by [(Mdm-050)/am1 (Dean & Dalrymple, 2002). 4. Kurtosis determined by {[((D16-D5) + ((D91Ds4)]/2oml (Dean & Dalrymple, 2002). 5. Calcium Carbonate content of dredge material must be within 15% of recipient beach values. 6. Moment statistics determined by linear interpretation of composite properties. A2-6 'A'1 moffatt & nichol Boring Designation SJ-01 DRILLING LOG CLIENT PROJECT OWNER SHEET 1 Moffatt & Nichol Town Of Sunset Beach, North Carolina OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Town of Sunset Beach Navigation Project 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL South Jinks Creek, Brunswick County, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER SJ-01 X = 2,154,194 Y = 46,153 0 MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 1 3 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 74. WATER DEPTH 3.5 Ft. 5. DIRECTION OF BORING i DEG. FROM i BEARING :STARTED COMPLETED ® VERTICAL VERTICAL OINCLINED 75. DATE BORING : 01-03-19 08:40 01-03-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -0.1 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 10.1 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 10.5 Ft. A. Freeze G 1XJ OIL ELEV. SCALE W CLASSIFICATION OF MATERIALS % REMARKS (ft) -0.1 (ft) 0.0 0 Depths and elevations based on measured values REC. Ga loth Sample #S-1, Depth = 0.0'- 2.0' Mean (mm): 0.17, Phi Sorting: 0.48 Fines (#200) - 1.17 (SP) Poorly graded SAND; mostly fine quartz sand, trace inorganic silt in occasional burrows, trace fine sand -sized shell in matrix, loose, subangular, color grades to gray (5Y 5/1) from, olive gray (5Y-5/2), (SP). Sample #S-2, Depth = 3.0' - 5.9' cal Mean (mm): 0.16, Phi Sorting: 0.40 U) Fines (#200) - 1.72 (SP) a N o Sample #C-1, Depth = 0.0'- 5.9' U Carbonate:4.0% 7.0 6.9 0 IL w U_ Poorly graded SAND with silt; mostly fine a quartz sand, few inorganic silt in burrows and layers, trace fine sand to fine gravel -sized w shell in matrix, loose, subangular, 0 bioturbated, dark gray (5Y-4/1), (SP-SM). a z -10.2 10.1 c� End of Boring w m w z 05 0 W w 0 0 O J LL M 5 10 15 SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 A3-1 DRILLING LOG I CLIENT Moffatt & Nichol 1. PROJECT Town of Sunset Beach Navigation Project South Jinks Creek, Brunswick County, North Carolina 2. BORING DESIGNATION LOCATION COORDINATES SJ-02 X = 2,154,275 Y = 45,987 3. DRILLING AGENCY CONTRACTOR FILE NO. Athena Technologies, Inc. 4. NAME OF DRILLER P. McClellan 5. DIRECTION OF BORING i DEG. FROM i BEARING ® VERTICAL VERTICAL Q INCLINED 6. THICKNESS OF OVERBURDEN 0.0 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 8. TOTAL DEPTH OF BORING 10.0 Ft. n ELEV. SCALE W CLASSIFICATION OF MATERIALS (ft) (ft) W Depths and elevations based on measured value 0.2 0.0 A boring uesignaUOn JJ-UL PROJECT OWNER SHEET 7 Town Of Sunset Beach, North Carolina OF 1 SHEETS 9. SIZE AND TYPE OF BIT 3.0 In. 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL NC State Plane NAD 1983 MLW 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER Q MANUAL HAMMER DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4 13. TOTAL NUMBER CORE BOXES 14. WATER DEPTH 3.5 Ft. STARTED COMPLETED 75. DATE BORING ' 01-03-19 08:27 01-03-19 16. ELEVATION TOP OF BORING 0.2 Ft. 17. TOTAL RECOVERY FOR BORING 9.5 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR A. Freeze OJ CL s REC. Ga REMARKS my Sample #S-1, Depth = 0.0'- 2.5' Mean (mm): 0.16, Phi Sorting: 0.47 Fines (#200) - 2.58 (SP) Poorly graded SAND; mostly fine quartz sand, trace inorganic silt in occasional layers and laminations, trace fine sand -sized shell in matrix, loose, subangular, olive gray (5Y-5/2), (SP). Sample #S-2, Depth = 3.0' - 5.0' c" Mean (mm): 0.15, Phi Sorting: 0.35 Fines (#200) - 2.04 (SP) -5.2 5.4 Sample #S-3, Depth = 5.4' - 6.2' Poorly graded SAND with silt; mostly fine M quartz sand, few inorganic silt in matrix, Mean (mm): 0.15, Phi Sorting: 0.49 burrows, layers and laminations, trace fine Fines (#200) - 5.82 (SP-SM) sand -sized shell in matrix, coarse gravel -sized wood fragment at 7.3', loose, Sample #C-1, Depth = 0.0'- 6.2' subangular, bioturbated, dark gray (5Y-4/1), Carbonate: 5.9% 7.2 7.4 SP-SM . Poorly graded SAND; mostly fine to medium quartz sand, trace inorganic silt in occasional burrows, trace fine sand -sized shell in matrix, coarse gravel -sized shell at 8.4', loose, subangular, gray (5Y-6/1), (SP). End of Boring 0 5 10 SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 Id[c3i 15 DRILLING LOG I CLIENT Moffatt & Nichol 1. PROJECT Town of Sunset Beach Navigation Project South Jinks Creek, Brunswick County, North Carolina 2. BORING DESIGNATION LOCATION COORDINATES SJ-03 X = 2,154,213 Y = 45,751 3. DRILLING AGENCY CONTRACTOR FILE NO. Athena Technologies, Inc. 4. NAME OF DRILLER P. McClellan 5. DIRECTION OF BORING i DEG. FROM i BEARING ® VERTICAL VERTICAL Q INCLINED 6. THICKNESS OF OVERBURDEN 0.0 Ft. 17. DEPTH DRILLED INTO ROCK 0.0 Ft. I 8. TOTAL DEPTH OF BORING 10.0 Ft. 0 E(ft) . SCALE f) 0 0.3 0.0 1 Wi CLASSIFICATION OF MATERIALS Depths and elevations based on measured value Poorly graded SAND; mostly fine quartz sand, trace inorganic silt in occasional laminations, trace fine sand -sized shell in matrix, loose, subangular, color changes to olive gray (5Y 5/2) from, gray (5Y-6/1), (SP). Poorly graded SAND; mostly fine to medium quartz sand, trace fine to coarse sand -sized shell in matrix, trace inorganic silt in occasional burrows, loose, subangular, light gray (5Y-7/1), (SP). End of Boring boring uesignaUOn JJ-w PROJECT OWNER SHEET 7 Town Of Sunset Beach, North Carolina OF 1 SHEETS 9. SIZE AND TYPE OF BIT 3.0 In. 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL NC State Plane NAD 1983 MLW 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER Q MANUAL HAMMER DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4 13. TOTAL NUMBER CORE BOXES 14. WATER DEPTH 3.7 Ft. STARTED COMPLETED 75. DATE BORING ' 01-03-19 08:12 01-03-19 16. ELEVATION TOP OF BORING 0.3 Ft. 17. TOTAL RECOVERY FOR BORING 9.7 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR A. Freeze M�/-Clo sREMARKS -1, Depth = 0.0' - 1.5' Sample #S U) Mean (mm): 0.18, Phi Sorting: 0.40 Fines (#200) - 0.81 (SP) N. ISample #S-2, Depth = 2.0' - 4.5' Mean (mm): 0.16, Phi Sorting: 0.41 Fines (#200) - 3.18 (SP) Sample #S-3, Depth = 5.0' - 6.3' ci> Mean (mm): 0.18, Phi Sorting: 0.54 Fines (#200) - 1.57 (SP) Sample #C-1, Depth = 0.0'- 6.3' U Carbonate:4.5% 0 5 10 SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 A3-3 15 DRILLING LOG CLIENT Moffatt & Nichol 1. PROJECT Town of Sunset Beach Navigation Project South Jinks Creek, Brunswick County, North Carolina 2. BORING DESIGNATION LOCATION COORDINATES SJ-04 X = 2,154,296 Y = 45,507 3. DRILLING AGENCY CONTRACTOR FILE NO. Athena Technologies, Inc. 4. NAME OF DRILLER P. McClellan 5. DIRECTION OF BORING i DEG. FROM i BEARING ® VERTICAL VERTICAL Q INCLINED 6. THICKNESS OF OVERBURDEN 0.0 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 8. TOTAL DEPTH OF BORING 10.5 Ft. n ELEV. SCALE W CLASSIFICATION OF MATERIALS (ft) (ft) W Depths and elevations based on measured value 1.1 0.0 A Poorly graded SAND; mostly fine quartz sand, trace inorganic silt in layers and laminations, trace fine to medium sand -sized shell in matrix, loose, subangular, gray (5Y-5/1), (SP). Fat inorganic CLAY; mostly inorganic clay, soft, moderate to high plasticity, very dark gray(5Y-3/1), (CH). End of Boring boring uesignaUOn JJ-U4 PROJECT OWNER SHEET 1 Town Of Sunset Beach, North Carolina OF 1 SHEETS 9. SIZE AND TYPE OF BIT 3.0 In. 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL NC State Plane NAD 1983 MLW 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER Q MANUAL HAMMER DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4 13. TOTAL NUMBER CORE BOXES 14. WATER DEPTH 3.5 Ft. STARTED COMPLETED 75. DATE BORING ' 01-03-19 07:21 01-03-19 16. ELEVATION TOP OF BORING 1.1 Ft. 17. TOTAL RECOVERY FOR BORING 10 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR A. Freeze OJ CL s REC. Ga REMARKS my Sample #S-1, Depth = 0.0'- 2.5' Mean (mm): 0.17, Phi Sorting: 0.44 Fines (#200) - 1.81 (SP) U) Sample #S-2, Depth = 3.0' - 5.0' N Mean (mm): 0.17, Phi Sorting: 0.43 U) Fines (#200) - 2.25 (SP) Sample #S-3, Depth = 5.0' - 7.1' cn Mean (mm): 0.17, Phi Sorting: 0.36 Fines (#200) - 1.25 (SP) U ISample #C-1, Depth = 0.0'- 7.1' Carbonate: 4.8% M 5 10 SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 A3-4 15 DRILLING LOG CLIENT Moffatt & Nichol 1. PROJECT Town of Sunset Beach Navigation Project South Jinks Creek, Brunswick County, North Carolina 2. BORING DESIGNATION LOCATION COORDINATES SJ-05 X = 2,154,596 Y = 45,464 3. DRILLING AGENCY CONTRACTOR FILE NO. Athena Technologies, Inc. 4. NAME OF DRILLER P. McClellan 5. DIRECTION OF BORING i DEG. FROM i BEARING ® VERTICAL VERTICAL 0 INCLINED 6. THICKNESS OF OVERBURDEN 0.0 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 8. TOTAL DEPTH OF BORING 9.0 Ft. n ELEV. SCALE W CLASSIFICATION OF MATERIALS (ft) (ft) W Depths and elevations based on measured value -2.3 0.0 A 5MI. 8.3 Poorly graded SAND; mostly fine quartz sand, trace inorganic silt in layers, laminations and burrows, trace fine to medium sand -sized shell in matrix, loose, subangular, olive gray (5Y-5/2), (SP). End of Boring boring ueslgnauon sJ-u5 PROJECT OWNER SHEET 1 Town Of Sunset Beach, North Carolina OF 1 SHEETS 9. SIZE AND TYPE OF BIT 3.0 In. 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL NC State Plane NAD 1983 MLW 11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER 0 MANUAL HAMMER DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4 13. TOTAL NUMBER CORE BOXES 14. WATER DEPTH 6.6 Ft. STARTED COMPLETED 75. DATE BORING ' 01-03-19 07:50 01-03-19 16. ELEVATION TOP OF BORING -2.3 Ft. 17. TOTAL RECOVERY FOR BORING 8.3 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR A. Freeze OJ CL s REC. Ga REMARKS low Sample #S-1, Depth = 0.0'- 1.0' Mean (mm): 0.19, Phi Sorting: 0.56 Fines (#200) - 1.68 (SP) Sample #S-2, Depth = 1.0' - 3.3' N Mean (mm): 0.17, Phi Sorting: 0.45 <n Fines (#200) - 0.11 (SP) Sample #S-3, Depth = 3.3' - 3.7' Mean (mm): 0.15, Phi Sorting: 0.34 Fines (#200) - 1.00 (SP) U Sample #C-1, Depth = 0.0'- 3.7' Carbonate: 4.1 % M 5 10 SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 A3-5 15 Borinq Desiqnation SJ-06 DRILLING LOG CLIENT PROJECT OWNER SHEET 1 Moffatt & Nichol Town Of Sunset Beach, North Carolina OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Town of Sunset Beach Navigation Project 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL South Jinks Creek, Brunswick County, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER SJ-06 X = 2,154,873 Y = 45,561 0 MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 1 5 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 74. WATER DEPTH 3.9 Ft. 5. DIRECTION OF BORING i DEG. FROM i BEARING :STARTED COMPLETED ® VERTICAL VERTICAL OINCLINED 75. DATE BORING : 01-03-19 07:34 01-03-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING 0.5 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 10.3 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 10.5 Ft. A. Freeze G 1XJ OIL ELEV. SCALE W CLASSIFICATION OF MATERIALS % REMARKS (ft) 0.5 (ft) 0.0 W Depths and elevations based on measured values REC. Ga m,n Sample #S-1, Depth = 0.0'- 2.5' Mean (mm): 0.17, Phi Sorting: 0.39 Fines (#200) - 1.01 (SP) U) Poorly graded SAND; mostly fine quartz sand, trace inorganic silt in occasional laminations and burrows, trace fine Sample #S-2, Depth = 2.5' - 4.5' sand -sized shells in matrix, loose, N subangular, gray (5Y-6/1), (SP). cn Mean (mm): 0.16, Phi Sorting: 0.43 Fines (#200) - 1.22 (SP) Sample #S-3, Depth = 4.5' - 6.0' I? Mean (mm): 0.21, Phi Sorting: 0.55 U) Fines (#200) - 0.80 (SP) -5.5 6.0 Sample #S-4, Depth = 6.0' - 6.5' Mean (mm): 0.15, Phi Sorting: 0.46 Fines (#200) - 3.00 (SP) Silty SAND; mostly fine quartz sand, little v Sample #C-1, Depth = 0.0'- 6.5' inorganic silt in matrix, layers, laminations Carbonate: 4.4% and burrows, trace fine sand -sized shell in matrix, loose, subangular, bioturbated, gray (5Y-5/1), (SM). -9.8 10.3 End of Boring Rej -5 -10 -15 SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 P14IIy GRADATION CURVES Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ -01 S-1 Depth: 0/2 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/2 Tare Weight, (g) Dry Weight After Washing (g): 51.28 185.22 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.02 99.99 100 0.02 #10 2.000 0.02 99.97 100 0.02 #14 1.400 0.03 99.95 100 0.03 #18 1.000 0.11 99.87 100 0.11 #25 0.710 0.22 99.70 95 0.21 #35 0.500 0.63 99.23 40 0.25 #45 0.355 2.17 97.61 25 0.54 #60 0.250 13.16 87.79 15 1.97 #80 0.180 33.59 62.71 5 1.68 #120 0.125 66.60 12.98 1 0.67 #170 0.090 1 15.20 1.64 0 0.00 #200 0.075 0.62 1.171 01 0.00 #230 0.063 0.08 1.111 01 0.00 Total Shell Content: 1 4 1 A4-1 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LU LU 60 40 U) O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 50 w a 30 70 20 80 10 gp 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO, Gs Shell LL PL PI Project M&N Sunset Beach NC • S-1 0/2 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 4 to fine sand -sized shell fragments (SP) 10Y 6/2 Area Boring No. SJ-01 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-2 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ -01 S-2 Depth: 3/5.9 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 6/1 Tare Weight, (g) Dry Weight After Washing (g): 51.04 172.31 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.02 99.98 100 0.02 #10 2.000 0.00 99.98 0 0.00 #14 1.400 0.02 99.97 100 0.02 #18 1.000 0.05 99.93 100 0.05 #25 0.710 0.11 99.84 95 0.10 #35 0.500 0.17 99.69 30 0.05 #45 0.355 0.73 99.09 20 0.15 #60 0.250 5.37 94.66 5 0.27 #80 0.180 25.81 73.38 1 0.26 #120 0.125 70.16 15.53 0 0.00 #170 0.090 15.97 2.36 0 0.00 #200 0.075 0.77 1.72 0 0.00 #230 0.063 0.10 1.64 01 0.00 Total Shell Content: 1 1 1 A4-3 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LU LU 60 40 U) O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 60 w a 30 70 20 80 10 gp 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-2 3/5.9 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 1 to fine sand -sized shell fragments (SP) 5Y 6/1 Area Boring No. SJ-01 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-4 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-02 S-1 Depth: 0/2.5 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 6/2 Tare Weight, (g) Dry Weight After Washing (g): 49.62 177.62 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.01 99.99 100 0.01 #14 1.400 0.04 99.96 100 0.04 #18 1.000 0.09 99.89 100 0.09 #25 0.710 0.21 99.73 95 0.20 #35 0.500 0.55 99.30 40 0.22 #45 0.355 1.75 97.93 30 0.53 #60 0.250 9.13 90.80 10 0.91 #80 0.180 23.54 72.41 1 0.24 #120 0.125 69.17 18.37 0 0.00 #170 0.090 18.99 3.53 0 0.00 #200 0.075 1.22 2.58 0 0.00 #230 1 0.063 1 0.22 2.41 0 0.00 Total Shell Content: 1 2 1 A4-5 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LU LU 60 40 U) O m LU � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 60 w a 30 70 20 80 10 gp 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO, Gs Shell LL PL PI Project M&N Sunset Beach NC • S-1 0/2.5 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 2 to fine sand -sized shell fragments (SP) 5Y 6/2 Area Boring No. SJ-02 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-6 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-02 S-2 Depth: 3/5 Date: 1/18/2019 SAND, poorly -graded, mostly fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 5/2 Tare Weight, (g) Dry Weight After Washing (g): 49.83 179.54 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.00 100.00 0 0.00 #18 1.000 0.03 99.98 100 0.03 #25 0.710 0.04 99.95 100 0.04 #35 0.500 0.08 99.88 95 0.08 #45 0.355 0.21 99.72 50 0.11 #60 0.250 1.83 98.31 15 0.27 #80 0.180 18.22 84.26 1 0.18 #120 0.125 79.75 22.78 0 0.00 #170 0.090 25.34 3.25 0 0.00 #200 0.075 1.57 2.04 0 0.00 #230 0.063 0.19 1.89 01 0.00 Total Shell Content: 1 1 1 A4-7 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m =LU O � LU 60 40 U) O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 50 w a 30 70 20 80 10 gp 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-2 3/5 SAND, poorly -graded, mostly fine-grained quartz, trace silt, trace medium to fine sand 1 sized shell fragments (SP) 5Y 5/2 Area Boring No. SJ-02 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-8 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ181220 SJ-02 S-3 Depth: 5.4/6.2 Date: 1/18/2019 SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, trace medium to fine sand -sized shell fragments (SP-SM) 5Y 5/2 Tare Weight, (g) Dry Weight After Washing (g): 52.03 153.18 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.03 99.97 50 0.02 #14 1.400 0.02 99.95 50 0.01 #18 1.000 0.12 99.83 50 0.06 #25 0.710 0.20 99.63 30 0.06 #35 0.500 0.53 99.11 20 0.11 #45 0.355 1.17 97.95 15 0.18 #60 0.250 3.53 94.46 5 0.18 #80 0.180 13.62 81.00 1 0.14 #120 0.125 49.62 31.94 0 0.00 #170 0.090 1 24.17 8.05 0 0.00 #200 0.075 2.25 5.82 01 0.00 #230 0.063 0.44 5.39 01 0.00 Total Shell Content: 1 1 1 A4-9 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m =LU O � LU 60 40 U) O m � 50 U z 50 z LL Ul U X Z W 40 LU a u 60 w a 30 70 20 80 10 90 0 r-71 19 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-3 5.4/6.2 SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, 1 trace medium to fine sand -sized shell fragments (SP-SM) 5Y 5/2 Area Boring No. SJ-02 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-10 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-03 S-1 Depth: 0/1.5 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/1 Tare Weight, (g) Dry Weight After Washing (g): 49.52 154.46 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.01 99.99 100 0.01 #14 1.400 0.02 99.97 100 0.02 #18 1.000 0.02 99.95 100 0.02 #25 0.710 0.12 99.84 95 0.11 #35 0.500 0.31 99.54 75 0.23 #45 0.355 0.98 98.61 50 0.49 #60 0.250 7.22 91.73 10 0.72 #80 0.180 35.89 57.53 1 0.36 #120 0.125 53.46 6.58 0 0.00 #170 0.090 5.84 1.02 0 0.00 #200 0.075 0.22 0.81 0 0.00 #230 0.063 0.03 0.78 01 0.00 Total Shell Content: 1 2 1 A4-11 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LLI LLI 60 40 U) O m � 50 U z 50 z LL LLI U X Z UJ 40 UJ a u 60 w a 30 70 20 80 10 gp 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO, Gs Shell LL PL PI Project M&N Sunset Beach NC • S-1 0/1.5 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 2 to fine sand -sized shell fragments (SP) 10Y 6/1 Area Boring No. SJ-03 Date 1/18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-12 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-03 S-2 Depth: 2/4.5 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 5/2 Tare Weight, (g) Dry Weight After Washing (g): 51.42 150.46 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.01 99.99 100 0.01 #14 1.400 0.04 99.95 60 0.02 #18 1.000 0.07 99.88 20 0.01 #25 0.710 0.09 99.79 60 0.05 #35 0.500 0.16 99.63 80 0.13 #45 0.355 0.50 99.12 70 0.35 #60 0.250 4.65 94.43 15 0.70 #80 0.180 26.75 67.42 1 0.27 #120 0.125 53.34 13.56 0 0.00 #170 0.090 9.68 3.79 0 0.00 #200 0.075 0.60 3.18 0 0.00 #230 0.063 0.10 3.08 0 0.00 Total Shell Content: 1 2 1 A4-13 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m =LU O � LU 60 40 U) O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 50 w a 30 70 20 80 10 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO, Gs Shell LL PL PI Project M&N Sunset Beach NC • S-2 2/4.5 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 2 to fine sand -sized shell fragments (SP) 5GY 5/2 Area Boring No. SJ-03 Date 1/18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-14 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-03 S-3 Depth: 5/6.3 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 5/2 Tare Weight, (g) Dry Weight After Washing (g): 50.48 167.63 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.02 99.98 100 0.02 #14 1.400 0.13 99.87 100 0.13 #18 1.000 0.09 99.80 100 0.09 #25 0.710 0.47 99.39 60 0.28 #35 0.500 1.35 98.24 25 0.34 #45 0.355 3.75 95.04 10 0.38 #60 0.250 11.28 85.41 1 0.11 #80 0.180 26.89 62.46 0 0.00 #120 0.125 60.10 11.16 0 0.00 #170 0.090 10.79 1.95 0 0.00 #200 0.075 0.44 1.57 0 0.00 #230 0.063 0.04 1.54 0 0.00 Total Shell Content: 1 1 1 A4-15 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LU 60 40 uwi O m � 50 U z 50 z LL w U X Z w 40 w a u 60 w a 30 70 20 80 10 gp 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-3 5/6.3 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 1 to fine sand -sized shell fragments (SP) 5GY 5/2 Area Boring No. SJ-03 Date 1/18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-16 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-04 S-1 Depth: 0/2.5 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/1 Tare Weight, (g) Dry Weight After Washing (g): 52.19 159.83 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.04 99.96 10 0.00 #18 1.000 0.10 99.87 95 0.10 #25 0.710 0.26 99.63 50 0.13 #35 0.500 0.43 99.23 35 0.15 #45 0.355 1.03 98.27 25 0.26 #60 0.250 7.97 90.87 5 0.40 #80 0.180 32.84 60.36 1 0.33 #120 0.125 54.19 10.01 0 0.00 #170 0.090 8.36 2.25 0 0.00 #200 0.075 0.47 1.81 0 0.00 #230 0.063 0.08 1.74 0 0.00 Total Shell Content: 1 1 A4-17 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LU X 111 60 40 U) O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 60 w a 30 70 20 80 10 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-1 0/2.5 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 1 to fine sand -sized shell fragments (SP) 10Y 6/1 Area Boring No. SJ-04 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-18 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-04 S-2 Depth: 3/5 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 5/2 Tare Weight, (g) Dry Weight After Washing (g): 51.60 166.72 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.02 99.98 0 0.00 #14 1.400 0.05 99.94 10 0.01 #18 1.000 0.05 99.90 20 0.01 #25 0.710 0.12 99.79 50 0.06 #35 0.500 0.27 99.56 50 0.14 #45 0.355 0.70 98.95 50 0.35 #60 0.250 7.09 92.79 10 0.71 #80 0.180 38.18 59.62 1 0.38 #120 0.125 54.50 12.28 0 0.00 #170 0.090 9.88 3.70 0 0.00 #200 0.075 1.67 2.25 0 0.00 #230 0.063 0.11 2.15 01 0.00 Total Shell Content: 1 1 1 A4-19 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m =LU O � 60 40 U) O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 50 w a 30 70 20 80 10 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO, Gs Shell LL PL PI Project M&N Sunset Beach NC • S-2 3/5 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 1 to fine sand -sized shell fragments (SP) 5Y 5/2 Area Boring No. SJ-04 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-20 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-04 S-3 Depth: 5/7.1 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 5/2 Tare Weight, (g) Dry Weight After Washing (g): 52.09 184.60 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.02 99.98 25 0.01 #18 1.000 0.01 99.98 100 0.01 #25 0.710 0.06 99.93 90 0.05 #35 0.500 0.12 99.84 80 0.10 #45 0.355 0.42 99.52 80 0.34 #60 0.250 4.77 95.92 30 1.43 #80 0.180 43.21 63.32 1 0.43 #120 0.125 71.80 9.13 0 0.00 #170 0.090 9.96 1.61 0 0.00 #200 1 0.075 0.48 1.25 0 0.00 #230 1 0.063 0.05 1.22 0 0.00 Total Shell Content: 1 2 1 A4-21 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1.112 1 3/4 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 H x (7 70 L 30 m =LU C7 x 60 40 uWi x m O 0� 50 U z 50 z LL L U F Z LU L L n L) 40 60 L a. 30 70 20 80 10 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO, GS Shell LL PL PI Project M&N Sunset Beach NC • S-3 5/7.1 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace 2 medium to fine sand -sized shell fragments (SP) 5GY 5/2 Area Boring No. SJ-04 Date 1/18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-22 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-05 S-1 Depth: 0/1 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/1 Tare Weight, (g) Dry Weight After Washing (g): 50.17 162.03 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.03 99.97 100 0.03 #10 2.000 0.02 99.96 100 0.02 #14 1.400 0.21 99.77 70 0.15 #18 1.000 0.28 99.52 70 0.20 #25 0.710 0.56 99.02 70 0.39 #35 0.500 1.34 97.82 40 0.54 #45 0.355 3.66 94.55 20 0.73 #60 0.250 15.20 80.96 5 0.76 #80 0.180 33.89 50.66 0 0.00 #120 0.125 47.00 8.64 0 0.00 #170 0.090 1 7.33 2.09 0 0.00 #200 0.075 0.46 1.681 01 0.00 #230 0.063 0.08 1.611 01 0.00 Total Shell Content: 1 3 1 A4-23 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LU � 60 40 uu)i O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 60 w a 30 70 20 80 10 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-1 0/1 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 3 to fine sand -sized shell fragments (SP) 10Y 6/1 Area Boring No. SJ-05 Date 1/18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-24 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-05 S-2 Depth: 1/3.3 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/1 Tare Weight, (g) Dry Weight After Washing (g): 51.70 177.83 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.02 99.98 100 0.02 #14 1.400 0.03 99.96 100 0.03 #18 1.000 0.04 99.93 90 0.04 #25 0.710 0.14 99.82 60 0.08 #35 0.500 1.37 98.73 50 0.69 #45 0.355 1.31 97.69 20 0.26 #60 0.250 8.13 91.25 5 0.41 #80 0.180 32.41 65.55 1 0.32 #120 0.125 71.69 8.71 0 0.00 #170 0.090 1 10.44 0.44 0 0.00 #200 0.075 0.41 0.111 01 0.00 #230 0.063 0.06 0.061 01 0.00 Total Shell Content: 1 1 1 A4-25 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LU LU 60 40 U) O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 60 w a 30 70 20 80 10 gp F-r --- t- 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-2 1/3.3 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 1 to fine sand -sized shell fragments (SP) 10Y 6/1 Area Boring No. SJ-05 Date 1/18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-26 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-05 S-3 Depth: 3.3/3.7 Date: 1/18/2019 SAND, poorly -graded, mostly fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 6/1 Tare Weight, (g) Dry Weight After Washing (g): 51.90 167.47 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.00 100.00 0 0.00 #18 1.000 0.03 99.97 100 0.03 #25 0.710 0.04 99.94 60 0.02 #35 0.500 0.08 99.87 50 0.04 #45 0.355 0.21 99.69 50 0.11 #60 0.250 2.67 97.38 15 0.40 #80 0.180 22.66 77.77 1 0.23 #120 0.125 73.00 14.61 0 0.00 #170 0.090 15.20 1.45 0 0.00 #200 0.075 0.53 1.00 0 0.00 #230 0.063 0.061 0.941 01 0.00 Total Shell Content: 1 1 1 A4-27 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LU LU 60 40 U) O m � 50 U z 50 z LL LU U w Z UJ 40 UJ a u 60 w a 30 70 20 80 10 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-3 3.3/3.7 SAND, poorly -graded, mostly fine-grained quartz, trace silt, trace medium to fine sand 1 sized shell fragments (SP) 5GY 6/1 Area Boring No. SJ-05 Date 1/18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-28 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-06 S-1 Depth: 0/2.5 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 6/2 Tare Weight, (g) Dry Weight After Washing (g): 49.80 172.26 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.02 99.98 100 0.02 #18 1.000 0.02 99.97 100 0.02 #25 0.710 0.06 99.92 100 0.06 #35 0.500 0.20 99.76 60 0.12 #45 0.355 0.84 99.07 40 0.34 #60 0.250 8.34 92.26 15 1.25 #80 0.180 40.24 59.40 1 0.40 #120 0.125 63.00 7.95 0 0.00 #170 0.090 8.14 1.31 0 0.00 #200 0.075 0.36 1.01 0 0.00 #230 0.063 0.02 1.00 01 0.00 Total Shell Content: 1 2 1 A4-29 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m = O LU X 111 60 40 U) O m 0Y 50 U z 50 z LL LU U X Z UJ 40 UJ a u 60 w a 30 70 20 80 10 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-1 0/2.5 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 2 to fine sand -sized shell fragments (SP) 5GY 6/2 Area Boring No. SJ-06 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-30 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-06 S-2 Depth: 2.5/4.5 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 6/2 Tare Weight, (g) Dry Weight After Washing (g): 51.57 192.03 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.01 99.99 100 0.01 #14 1.400 0.02 99.98 100 0.02 #18 1.000 0.03 99.96 80 0.02 #25 0.710 0.13 99.86 60 0.08 #35 0.500 0.51 99.50 50 0.26 #45 0.355 1.66 98.32 50 0.83 #60 0.250 8.77 92.08 20 1.75 #80 0.180 30.69 70.23 1 0.31 #120 0.125 80.95 12.59 0 0.00 #170 0.090 15.42 1.62 0 0.00 #200 0.075 0.55 1.22 0 0.00 #230 0.063 0.06 1.18 01 0.00 Total Shell Content: 1 2 1 A4-31 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 id I30 w m =LU O � LU 60 40 U) O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 60 w a 30 70 20 80 10 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO3 Gs Shell LL PL PI Project M&N Sunset Beach NC • S-2 2.5/4.5 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 2 to fine sand -sized shell fragments (SP) 5GY 6/2 Area Boring No. SJ-06 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-32 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-06 S-3 Depth: 4.5/6 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 6/2 Tare Weight, (g) Dry Weight After Washing (g): 51.64 166.07 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.03 99.97 100 0.03 #14 1.400 0.06 99.92 100 0.06 #18 1.000 0.14 99.80 95 0.13 #25 0.710 0.42 99.43 65 0.27 #35 0.500 1.58 98.05 40 0.63 #45 0.355 6.13 92.69 25 1.53 #60 0.250 30.88 65.71 5 1.54 #80 0.180 37.74 32.73 1 0.38 #120 0.125 30.22 6.32 0 0.00 #170 0.090 6.04 1.04 0 0.00 #200 0.075 0.28 0.80 0 0.00 #230 1 0.063 1 0.021 0.78 01 0.00 Total Shell Content: 1 4 1 A4-33 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1.112 1 3/4 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 74 90 10 80 20 H x 0 70 w 30 m =LU C7 x 60 40 uWi x m O 0� 50 U z 50 z LL w U F Z w LJ W Q. L) 40 60 w a. 30 1 1 1 1 1 1 1 1 70 1 1 1 1 20 80 10 90 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO, GS Shell LL PL PI Project M&N Sunset Beach NC • S-3 4.5/6 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace 4 medium to fine sand -sized shell fragments (SP) 5GY 6/2 Area LI Boring No. SJ-06 i i I I Date 1/18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-34 Terracon Project: Project No.: Boring No.: Sample No.: Description: 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) - (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Sunset Beach NC EQ191008 SJ-06 S-4 Depth: 6/6.5 Date: 1/18/2019 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 6/2 Tare Weight, (g) Dry Weight After Washing (g): 49.69 161.15 (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx. Visual Shell% Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.03 99.97 25 0.01 #18 1.000 0.07 99.91 20 0.01 #25 0.710 0.14 99.78 20 0.03 #35 0.500 0.32 99.50 15 0.05 #45 0.355 1.04 98.56 15 0.16 #60 0.250 5.02 94.06 10 0.50 #80 0.180 18.38 77.57 1 0.18 #120 0.125 56.59 26.80 0 0.00 #170 0.090 24.87 4.49 0 0.00 #200 0.075 1.66 3.00 0 0.00 #230 0.063 0.221 2.801 01 0.00 Total Shell Content: 1 1 1 A4-35 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 2 1-1/2 1 314 112 3/8 3 4 6 8 10 14 16 20 30 40 50 70 100 140 200 100 0 90 10 80 20 x c� 70 w 30 m =LU O � LU 60 40 U) O m � 50 U z 50 z LL LU U X Z UJ 40 UJ a u 60 w a 30 70 20 80 10 gp 0 100 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Sample No. Elev. Or Depth Classification % CO, Gs Shell LL PL PI Project M&N Sunset Beach NC • S-4 6/6.5 SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium 1 to fine sand -sized shell fragments (SP) 5GY 6/2 Area Boring No. SJ-06 Date 1 /18/2019 GRADATION CURVES ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A4-36 A5-1 1 2 KI n 5 A 5 C:? 7 �01 10 SJ -01 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina Top Elev. (ft MLW): -0.1 Bottom Elev. (ft MLW): -10.2 Notes: Photo Mosaic Image Photo Scale in Feet Ai� 4 A7 H E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 A5-2 5n® 1 2 KI n 5 C:9 7 SJ -02 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina 8 Top Elev. : 0.2 ( ft MLW ) Bottom Elev. (ft MLW): -9.3 Notes: Photo Mosaic Image Photo Scale in Feet 9 A� H E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com 1 0 (843) 887-3800 1-1 is■I NMI 3'n I 5n E:"'1 aml 5 m 1-I 10 A5-3 SJ-03 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina Top Elev. (ft MLW): 0.3 Bottom Elev. (ft MLW): -9.4 Notes: Photo Mosaic Image Photo Scale in Feet Ai� 4 A7 H E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 5 A5-4 1 2 KI n 5 C:? 77 SJ -04 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina `91 Top Elev. (ft MLW): 1.1 Bottom Elev. (ft MLW): -8.9 Notes: Photo Mosaic Image Photo Scale in Feet 9 A� H E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com 1 0 (843) 887-3800 5 A5-5 C49� `91 SJ-05 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina Top Elev. (ft MLW): -2.3 Bottom Elev. (ft MLW): -10.6 Notes: Photo Mosaic Image Photo Scale in Feet 9 A� H E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com 1 0 (843) 887-3800 5nr-7 10 A5-6 i M'I 01101 0'I 5m 6 11 7 12 SJ-06 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina 8 13 Top Elev. ft MLW : 0.5 Bottom Elev. (ft MLW): -9.8 Notes: Photo Mosaic Image 9 `= 14 Photo Scale in Feet A"000. A�HENI� TECHNOLOGIES, INC. Athena Technologies, Inc. ` 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com 10 15 (843) 887-3800 CALCITE COMPOSITE Irerracon Consulting Engineers & Scientists Project Name: Project Number: Date: Carbonate Content Data M&N Sunset Beach EQ191008 1 /29/2019 Boring No. Sample No. Depth Range, Feet Tare No. Beaker No. Dry Sample Wt. Percent Carbonate Before After SJ-01 C-1 0-5.9 797 1 80.09 76.90 4.0 SJ-02 C-1 0-6.2 415 2 70.17 66.05 5.9 SJ-03 C-1 0-6.3 228 3 79.86 76.30 4.5 SJ-04 C-1 0-7.1 441 4 77.54 73.84 4.8 SJ-05 C-1 0-3.7 198 5 87.16 83.60 4.1 SJ-06 C-1 0-6.5 66 6 84.43 80.74 4.4 Tested By: CRM Sr. Reviewed By: TES A6-1 S1: FRONTAL DUNE (FD) S2: DUNE TOE (DT) S3: MID -BERM (MB) S4: MHW S5: MID -TIDE (MT) S6: MLW S7: INCREMENTAL SAMPLE (SZ) LEGEND ® GRAB SAMPLE SITE TROUGH: NEARSHORE TROUGH (T) CREST: NEARSHORE BAR (C) 5106: -6.0 NAVD88 5109.5: -9.5 NAVD88 5113: -13.0 NAVD88 5116.5: -16.5 NAVD88 5120: -20 NAVD88 TOWN OF SUNSET BEACH - NAVIGATION PROJECT MAINTENANCE DREDGING OF SOUTH JINKS CREEK, THE BAY AREA & THE FEEDER CANAL B1-1 RECIPIENT BEACH SEDIMENT SAMPLING MAP 0' 300' 600' GRAPHIC SCALE IN FEET ANALYSIS SUMMARY TABLE Transect Gravel Granular Sand 0230 Carbonate 0+00 0.07% 0.09% 98.61% 1.22% 2.00% 4+00 0.04% 0.06% 98.67% 1.23% 2.00% 8+00 0.04% 0.09% 98.39% 1.49% 2.00% 12+00 0.10% 2.44% 96.36% 1.11% 2.00% 16+00 0.11% 0.06% 98.70% 1.13% 2.00% Grand Mean 0.07% 0.55% 98.15% 1.23% 2.00% Recipient Beach Sediiment Analysis Transect Median (mm) Mean (mm) D5 (mm) D16 (mm) D50 (mm) D84 (mm) D95 (mm) 0+00 0.18 0.17 0.29 0.22 0.18 0.14 0.11 4+00 0.17 0.17 0.27 0.22 0.17 0.13 0.11 8+00 0.18 0.18 0.29 0.23 0.18 0.14 0.11 12+GO 0.17 0.17 0.30 0.23 0.17 0.13 0.11 16+00 0.17 0.17 0.29 0.23 0.17 0.13 0.11 Grand Mean (mm) 0 17 0.17 0.29 0.23 0.17 0.13 0.11 Grand Mean 2 52 2.52 1.80 2.15 2.52 2.90 3.20 Mon 2.525 aoe 0.420 Dry Weight Gravel Granular Y' SandY Fine ( ) ( ) Transact Location Carbonate Median mm Mean mm Mean ((p) D5 mm ( ) D36 mm ( ) D50 mm ( ) D84 mm ( ) D95 mm ( ) � 5 16 50 84 95 0+00 FD 230.01 0.10% 0.00% 99.80% 0.10% 0.20 0.19 2.39 0.25 0.24 0.20 0.15 0.13 2.00 2.08 2.33 2.75 2.96 0+00 DT 218.14 0.00% 0.00% 99.50% 0.50% 0.20 0.17 2.58 0.30 0.15 0.20 0.15 0.13 1.76 2.71 2.31 2.73 2.96 0+00 MB 271.78 0.00% 0.10% 99.70% 0.20% 0.20 0.19 2.40 0.25 0.23 0.20 0.15 0.13 2.02 2.09 2.34 2.76 2.96 0+00 MHW 178.47 0.00% 0.00% 99.20% 0.80% 0.18 0.18 2.49 0.25 0.23 0.18 0.14 0.12 2.01 2.12 2.49 2.86 3.01 0+00 MT 258.2 0.30% 0.10% 98.80% 0.80% 0.20 0.19 2.37 0.33 0.25 0.20 0.15 0.13 1.60 2.02 2.32 2.77 2.97 0+00 MLW 241.9 0.00% 0.00% 99.10% 0.90% 0.20 0.19 2.38 0.33 0.25 0.20 0.14 0.13 1.60 2.02 2.34 2.79 2.98 0+00 52 220.85 0.00% 0.00% 98.70% 1.30% 0.16 0.17 2.58 0.25 0.22 0.16 0.13 0.11 2.01 2.20 2.62 2.92 3.19 0+00 T 243.11 0.00% 0.00% 97.80% 2.20% 0.17 0.18 2.51 0.32 0.24 0.17 0.13 0.10 1.62 2.08 2.54 2.90 3.27 0+00 C 249.92 0.00% 0.10% 99.10% 0.80% 0.17 0.18 2.50 0.32 0.24 0.17 0.14 0.11 1.63 2.08 2.53 2.88 3.14 0+00 -6 232.64 0.20% 0.10% 98.90% 0.80% 0.17 0.18 2.50 0.35 0.24 0.17 0.13 0.11 1.52 2.05 2.55 2.89 3.15 0+00 -9.5 246.16 0.10% 0.20% 98.70% 1.00% 0.18 0.18 2.48 0.33 0.24 0.18 0.14 0.12 1.60 2.07 2.49 2.87 3.11 0+00 -13 246.71 0.00% 0.10% 98.70% 1.20% 0.16 0.16 2.69 0.24 0.19 0.16 0.13 0.10 2.09 2.43 2.69 2.95 3.32 0+00 -16.5 275.09 0.10% 0.40% 95.60% 3.90% 0.15 0.14 2.83 0.24 0.18 0.15 0.11 0.07 2.05 2.49 2.76 3.24 3.79 0+00 -20 233.74 0.20% 0.20% 97.00% 2.60% 0.16 0.16 2.66 0.26 0.22 0.16 0.12 0.08 1.95 2.22 2.67 3.30 3.61 4+00 FD 301.92 0.00% 0.00% 99.90% 0.10% 0.19 0.18 2.47 0.25 0.23 0.19 0.14 0.13 2.02 2.11 2.43 2.85 2.99 4+00 DT 233.21 0.00% 0.00% 99.80% 0.20% 0.20 0.19 2.40 0.25 0.24 0.20 0.14 0.13 1.98 2.06 2.36 2.79 2.97 4+00 MB 211.64 0.00% 0.00% 99.90% 0.10% 0.17 0.17 2.55 0.01 0.22 0.17 0.13 0.12 6.38 2.18 2.58 2.89 3.05 4+00 MHW 208.26 0.00% 0.00% 99.10% 0.90% 0.17 0.18 2.50 0.26 0.23 0.17 0.14 0.12 1.94 2.11 2.52 2.88 3.11 4+00 MT 234.08 0.10% 0.00% 98.90% 1.00% 0.22 0.22 2.17 0.39 0.32 0.22 0.16 0.13 1.37 1.65 2.17 2.69 2.95 4+00 MLW 245.48 0.00% 0.00% 99.10% 0.90% 0.19 0.19 2.41 0.34 0.25 0.19 0.14 0.12 1.55 2.00 2.40 2.84 3.02 4+00 5Z 231.26 0.00% 0.00% 98.90% 1.10% 0.16 0.16 2.61 0.25 0.21 0.16 0.13 0.10 2.01 2.25 2.65 2.94 3.25 4+00 T 230.78 0.00% 0.00% 98.80% 1.20% 0.16 0.16 2.63 0.28 0.21 0.16 0.13 0.10 1.85 2.27 2.67 2.95 3.29 4+00 C 229.83 0.00% 0.10% 98.80% 1.10% 0.16 0.17 2.58 0.32 0.22 0.16 0.13 0.10 1.65 2.16 2.64 2.94 3.30 4+00 -6 231.02 0.00% 0.30% 98.60% 1.10% 0.16 0.17 2.55 0.38 0.24 0.16 0.13 0.10 1.42 2.08 2.62 2.95 3.33 4+00 -9.5 253.58 0.10% 0.20% 98.60% 1.10% 0.16 0.17 2.58 0.32 0.22 0.16 0.13 0.10 1.66 2.17 2.64 2.94 3.30 4+00 -13 215.76 0.10% 0.00% 98.20% 1.70% 0.15 0.15 2.78 0.21 0.17 0.15 0.12 0.09 2.25 2.52 2.75 3.07 3.45 4+00 -16.5 213.55 0.20% 0.10% 96.30% 3.40% 0.14 0.13 2.89 0.22 0.17 0.14 0.10 0.08 2.17 2.53 2.83 3.32 3.72 4+00 -20 271.65 0.30% 0.10% 96.50% 3.30% 0.15 0.15 2.75 0.25 0.20 0.15 0.11 0.08 2.02 2.30 2.73 3.23 3.70 AVERAGE 0.04% 0.06% 98.67% 1.23% 2.00% 0.17 0.17 2.55 0.27 0.22 0.17 0.13 0.11 1.91 2.15 2.56 2.94 3.23 8+00 FD 222.55 0.00% 0.00% 99.90% 0.10% 0.18 0.18 2.46 0.24 0.23 0.18 0.14 0.13 2.03 2.12 2.44 2.82 2.98 8+00 DT 236.58 0.00% 0.00% 99.90% 0.10% 0.20 0.20 2.34 0.31 0.24 0.20 0.15 0.13 1.70 2.04 2.29 2.71 2.94 8+00 MB 222.25 0.00% 0.00% 99.80% 0.20% 0.19 0.18 2.44 0.25 0.23 0.19 0.14 0.13 2.02 2.11 2.39 2.82 2.99 8+00 MHW 203.83 0.00% 0.00% 99.30% 0.70% 0.19 0.19 2.42 0.25 0.23 0.19 0.14 0.13 2.01 2.09 2.38 2.80 2.98 8+00 MT 257.54 0.00% 0.10% 99.10% 0.80% 0.22 0.22 2.17 0.35 0.31 0.22 0.16 0.13 1.50 1.69 2.18 2.64 2.93 8+00 MLW 268.78 0.10% 0.00% 99.10% 0.80% 0.20 0.19 2.36 0.34 0.25 0.20 0.15 0.13 1.58 2.01 2.31 2.77 2.98 8+00 52 222.72 0.10% 0.00% 98.90% 1.00% 0.16 0.17 2.59 0.26 0.22 0.16 0.13 0.11 1.97 2.21 2.64 2.92 3.17 8+00 T 228.23 0.10% 0.00% 99.00% 0.90% 0.16 0.17 2.55 0.31 0.23 0.16 0.13 0.11 1.71 2.14 2.60 2.91 3.17 8+00 C 226.7 0.20% 0.00% 98.90% 0.90% 0.16 0.17 2.57 0.31 0.22 0.16 0.13 0.11 1.69 2.17 2.63 2.92 3.24 -6 272.88 0.00% 0.00% 99.00% 1.00% 0.17 0.18 2.50 0.35 0.24 0.17 0.13 0.10 1.50 2.05 2.54 2.91 3.26 -9.5 249.57 0.00% 0.00% 99.00% 1.00% 0.17 0.18 2.50 0.34 0.24 0.17 0.13 0.11 1.56 2.08 2.55 2.89 3.16 LE -13 224.38 0.00% 0.20% 98.70% 1.10% 0.15 0.17 2.55 0.23 0.18 0.15 0.18 0.10 2.12 2.49 2.71 2.44 3.35 -16.5 186.62 0.00%0.80% 94.70% 4.50% 0.14 0.14 2.87 0.24 0.18 0.14 0.10 0.07 2.04 2.51 2.79 3.30 3.89 -20 258.72 0.10% 0.10% 92.10% 7.70% 0.15 0.14 2.79 0.27 0.21 0.15 0.10 0.04 1.86 2.28 2.74 3.35 4.55 D2-1 Transect Gravel Granular Sand 0230 Carbonate 0+00 0.07% 0.09% 98.61% 1.22% 2.00% 4+00 0.04% 0.06% 98.67% 1.23% 2.00% 8+00 0.04% 0.09% 98.39% 1.49% 2.00% 12+00 0.10% 2.44% 96.36% 1.11% 2.00% 16+00 0.11% 0.06% 98.70% 1.13% 2.00% Grand Mean 0.07% 0.55% 98.15% 1.23% 2.00% Recipient Beach Sediiment Analysis Transect Median (mm) Mean (mm) D5 (mm) D16 (mm) D50 (mm) D84 (mm) D95 (mm) 0+00 0.18 0.17 0.29 0.22 0.18 0.14 0.11 4+00 0.17 0.17 0.27 0.22 0.17 0.13 0.11 8+00 0.18 0.18 0.29 0.23 0.18 0.14 0.11 12+GO 0.17 0.17 0.30 0.23 0.17 0.13 0.11 16+00 0.17 0.17 0.29 0.23 0.17 0.13 0.11 Grand Mean (mm) 0 17 0.17 0.29 0.23 0.17 0.13 0.11 Grand Mean 2 52 2.52 1.80 2.15 2.52 2.90 3.20 Mon 2.525 aoe 0.420 Dry Weight Gravel Granule: Y Sand Transect Location Carbonate Median mm Mean mm Y,^ Fine^ ( ) ( ) Mean ((p) D5 mm ( ) D36 mm ( ) D50 mm ( ) D84 mm ( ) D95 mm ( ) � 5 16 50 84 95 12+00 FD 254.09 0.00% 0.00% 100.00% 0.00% 0.20 0.19 2.39 0.25 0.24 0.20 0.15 0.13 2.00 2.08 2.34 2.76 2.96 12+00 DT 300.67 0.00% 0.00% 99.80% 0.20% 0.21 0.19 2.37 0.25 0.24 0.21 0.15 0.13 2.00 2.08 2.27 2.77 2.97 12+00 MB 334.19 0.00% 0.10% 99.60% 0.30% 0.20 0.19 2.37 0.25 0.24 0.20 0.15 0.13 2.00 2.07 2.31 2.72 2.96 12+00 MHW 211.01 0.00% 0.00% 99.10% 0.90% 0.17 0.17 2.54 0.29 0.23 0.17 0.13 0.12 1.81 2.14 2.60 2.90 3.09 12+00 MT 253.21 0.00% 0.00% 99.20% 0.80% 0.20 0.19 2.37 0.34 0.25 0.20 0.15 0.13 1.58 2.01 2.32 2.77 2.97 12+00 MLW 243.69 0.00% 0.10% 99.30% 0.60% 0.20 0.21 2.26 0.43 0.31 0.20 0.15 0.13 1.20 1.71 2.30 2.79 2.98 12+00 52 240.26 0.00% 0.00% 99.10% 0.90% 0.17 0.18 2.50 0.34 0.24 0.17 0.13 0.11 1.56 2.05 2.55 2.89 3.17 12+00 T 197.3 0.00% 0.10% 99.00% 0.90% 0.16 0.16 2.61 0.31 0.21 0.16 0.13 0.10 1.68 2.23 2.66 2.94 3.28 12+00 C 205.53 0.00% 0.10% 98.80% 1.10% 0.16 0.17 2.57 0.34 0.23 0.16 0.13 0.10 1.55 2.13 2.64 2.95 3.33 12+00 -6 224.6 0.70% 0.10% 98.10% 1.10% 0.16 0.17 2.57 0.35 0.23 0.16 0.13 0.10 1.51 2.13 2.64 2.94 3.32 12+00 -9.5 180.38 0.30% 33.10% 65.60% 1.00% 0.16 0.17 2.54 0.36 0.24 0.16 0.13 0.10 1.49 2.08 2.61 2.93 3.26 12+00 -13 193.08 0.40% 0.30% 98.00% 1.30% 0.15 0.15 2.74 0.22 0.18 0.15 0.13 0.09 2.17 2.51 2.73 2.98 3.40 12+00 -16.5 199.32 0.00% 0.00% 96.80% 3.20% 0.14 0.14 2.87 0.19 0.17 0.14 0.10 0.08 2.41 2.55 2.81 3.27 3.69 12+00 -20 194.51 0.00% 0.20% 96.60% 3.20% 0.15 0.14 2.80 0.25 0.18 0.15 0.11 0.08 2.01 2.46 2.74 3.21 3.70 16+00 FD 298.52 0.00% 0.00% 99.80% 0.20% 0.20 0.19 2.39 0.25 0.23 0.20 0.15 0.13 2.02 2.09 2.33 2.75 2.96 16+00 DT 243.94 0.00% 0.00% 99.80% 0.20% 0.22 0.22 2.20 0.34 0.31 0.22 0.15 0.13 1.55 1.68 2.18 2.75 2.96 16+00 MB 242.18 0.10% 0.00% 99.80% 0.10% 0.19 0.19 2.42 0.25 0.24 0.19 0.14 0.13 2.01 2.09 2.37 2.80 2.99 16+00 MHW 198.11 0.00% 0.00% 99.20% 0.80% 0.18 0.18 2.47 0.25 0.23 0.18 0.14 0.12 2.01 2.11 2.46 2.85 3.01 16+00 MT 247.08 0.00% 0.10% 99.00% 0.90% 0.19 0.19 2.42 0.34 0.24 0.19 0.14 0.13 1.56 2.03 2.40 2.83 3.00 16+00 MLW 203.03 0.00% 0.00% 99.00% 1.00% 0.17 0.18 2.51 0.33 0.24 0.17 0.13 0.11 1.61 2.08 2.56 2.90 3.15 16+00 5Z 243.55 0.00% 0.00% 99.20% 0.80% 0.16 0.17 2.56 0.32 0.23 0.16 0.13 0.11 1.65 2.14 2.62 2.91 3.18 16+00 T 221.62 0.10% 0.10% 98.90% 0.90% 0.16 0.17 2.57 0.33 0.23 0.16 0.13 0.10 1.61 2.14 2.63 2.94 3.28 16+00 C 298.81 0.10% 0.10% 98.60% 1.20% 0.16 0.17 2.55 0.35 0.23 0.16 0.13 0.11 1.53 2.12 2.62 2.92 3.23 16+00 -6 255.64 0.00% 0.10% 98.90% 1.00% 0.16 0.17 2.54 0.39 0.24 0.16 0.13 0.10 1.35 2.07 2.63 2.94 3.30 16+00 -9.5 228.51 0.60% 0.30% 98.00% 1.10% 0.16 0.16 2.60 0.32 0.22 0.16 0.13 0.10 1.64 2.21 2.65 2.94 3.27 16+00 -13 239.62 0.50% 0.10% 98.00% 1.40% 0.15 0.15 2.75 0.21 0.17 0.15 0.13 0.09 2.27 2.52 2.74 2.99 3.43 16+00 -16.5 208.26 0.10% 0.10% 96.70% 3.10% 0.14 0.14 2.87 0.21 0.17 0.14 0.10 0.08 2.25 2.53 2.80 3.28 3.70 16+00 -20 253.89 0.00% 0.00% 96.90% 3.10% 0.15 0.14 2.79 0.24 0.19 0.15 0.11 0.08 2.04 2.43 2.74 3.19 3.68 D2-2 PROFILE 0+00 PARTICLE SIZE DISTRIBUTION REPORTS 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N 1� 1 FT 7 1 i E Hid i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.0 0.1 99.7 0.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 99.9 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.9 #35 99.8 #45 99.7 #60 95.7 #80 33.8 #120 2.8 #170 0.4 #200 0.1 #230 0.1 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2396 D85= 0.2324 D60= 0.2051 D50= 0.1957 D30= 0.1759 D15= 0.1561 D10= 0.1469 CU= 1.40 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M: 0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-1 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -ITN co M N T i0q 7 7- 1 i i i i i ii 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.2 99.3 0.5 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 99.6 #60 91.5 #80 30.8 #120 3.1 #170 0.9 #200 0.5 #230 0.5 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.2 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2470 D85= 0.2387 D60= 0.2092 D50= 0.1994 D30= 0.1791 D15= 0.1589 D10= 0.1491 Cu= 1.40 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M: 0.93 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-2 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report C O O C C� C C C. °J � 0 N M 7 (O 0 -IT N co M N M �#k Xk Xi Xk Xk Xk rTl 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 0.6 99.1 0.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 99.9 #14 99.7 #18 99.6 #25 99.5 #35 99.3 #45 99.2 #60 97.9 #80 34.6 #120 2.8 #170 0.5 #200 0.2 #230 0.2 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.3 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2363 D85= 0.2296 D60= 0.2037 D50= 0.1945 D30= 0.1752 D15= 0.1558 D10= 0.1467 Cu= 1.39 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M: 0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-3 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report C O O C C C C °J N M 7 (O N co M N M �# 3k �k Xk Xk Xk Xk 1� I FT .7 7- 7 i H i� �i Pi IN L i i i i i iI -�J� 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.0 99.2 0.8 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 99.9 #60 96.5 #80 51.4 #120 5.1 #170 1.0 #200 0.8 #230 0.8 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.4 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2332 D85= 0.2237 D60= 0.1897 D50= 0.1785 D30= 0.1571 D15= 0.1399 D10= 0.1332 Cu= 1.42 Cc= 0.98 Classification LISCS= SP AASHTO= Remarks F.M: 0.78 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-4 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M Itw N co M N � M �# 37* 1 k Xk q 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.3 0.1 0.8 98.0 0.8 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 99.7 #3.5 99.7 #4 99.7 #5 99.7 #7 99.6 #10 99.6 #14 99.6 #18 99.6 #25 99.5 #35 99.4 #45 97.7 #60 86.8 #80 35.5 #120 3.3 #170 0.9 #200 0.8 #230 0.8 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2702 D85= 0.2460 D60= 0.2084 D50= 0.1967 D30= 0.1732 D15= 0.1515 DSO= 0.1423 CU= 1.46 Cc= 1.01 Classification LISCS= SP AASHTO= Remarks F.M: 0.94 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-5 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M It w N co M N 1� I FT 77- 7 i i i i ri 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 1.5 97.6 0.9 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 99.9 #35 99.7 #45 97.5 #60 87.0 #80 37.2 #120 3.9 #170 1.0 #200 0.9 #230 0.9 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.6 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, INC 28405 Phone: (910) 686-9114 � IF (: (910) 686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2702 D85= 0.2454 D60= 0.2070 D50= 0.1950 D30= 0.1710 D15= 0.1493 DSO= 0.1402 Cu= 1.48 Cc= 1.01 Classification USCS= SP AASHTO= Remarks F.M: 0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-6 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N 1� I FT N E L Hik 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.8 97.9 1.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 99.9 #25 99.8 #35 99.6 #45 98.8 #60 95.7 #80 70.5 #120 7.3 #170 2.1 #200 1.3 #230 1.3 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.7 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 60 70 30 30 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2178 D85= 0.2035 D60= 0.1692 D50= 0.1606 D30= 0.1450 D15= 0.1329 D10= 0.1281 Cu= 1.32 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.65 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-7 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M It (O N co M N �i F7 i IH I 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 2.1 95.6 2.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.8 #25 99.6 #35 99.0 #45 96.8 #60 90.6 #80 57.6 #120 8.2 #170 3.0 #200 2.3 #230 2.2 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS O.TROUGH ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2472 D85= 0.2295 D60= 0.1830 D50= 0.1710 D30= 0.1502 D15= 0.1343 D10= 0.1278 CU= 1.43 Cc= 0.96 Classification LISCS= SP AASHTO= Remarks F.M: 0.75 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-8 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M 7 (O 0 -ITN co M N F7 i i i M 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 2.1 96.8 1.0 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 99.9 #14 99.9 #18 99.8 #25 99.6 #35 99.0 #45 96.8 #60 90.7 #80 55.9 #120 6.6 #170 1.9 #200 1.0 #230 0.8 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS O.CREST ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2472 D85= 0.2305 D60= 0.1851 D50= 0.1731 D30= 0.1521 D15= 0.1363 D10= 0.1301 Cu= 1.42 Cc= 0.96 Classification LISCS= SP AASHTO= Remarks F.M: 0.77 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-9 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - IN co to N co M N Id I �i FT 71 i 1 L C 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.2 0.1 2.6 96.1 1.0 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.8 #5 99.7 #7 99.7 #10 99.7 #14 99.6 #18 99.5 #25 99.1 #35 98.3 #45 95.4 #60 87.8 #80 58.2 #120 6.7 #170 1.9 #200 1.0 #230 0.8 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.106 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2637 D85= 0.2372 D60= 0.1824 D50= 0.1704 D30= 0.1503 D15= 0.1354 D10= 0.1297 Cu= 1.41 Cc= 0.96 Classification LISCS= SP AASHTO= Remarks F.M: 0.79 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-10 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report C O O C C� C C C. °J � 0 N M � (O 0 -IT N co M N M �#k �k Xk Xk Xk Xk .77 7 i I i i I III M1111 I I I I N, 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.2 1.8 96.8 1.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.8 #7 99.8 #10 99.7 #14 99.7 #18 99.5 #25 99.2 #35 98.5 #45 96.4 #60 90.8 #80 52.1 #120 6.2 #170 1.8 #200 1.1 #230 1.0 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.109.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2470 D85= 0.2324 D60= 0.1899 D50= 0.1775 D30= 0.1552 D15= 0.1381 D10= 0.1313 Cu= 1.45 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.82 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-11 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - INM (O N co M N M �# 3k �k Xi Xk Xk Xk FT V!! 1 -E Hid HP 77' 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 0.1 98.2 1.6 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.9 #35 99.8 #45 99.7 #60 98.3 #80 82.8 #120 9.6 #170 3.1 #200 1.6 #230 1.2 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.113 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 00 70 30 00 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2026 D85= 0.1860 D60= 0.1600 D50= 0.1532 D30= 0.1403 D15= 0.1298 D10= 0.1254 Cu= 1.28 Cc= 0.98 Classification LISCS= SP AASHTO= Remarks F.M: 0.56 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-12 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N M to N co M N M �#k �k Xk Xk Xk Xk C. 1� I i FT i HIM I I Ell 11 l 1 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.4 1.0 93.2 5.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.8 #7 99.7 #10 99.5 #14 99.4 #18 99.2 #25 99.0 #35 98.7 #45 98.2 #60 96.3 #80 85.7 #120 25.3 #170 8.6 #200 5.3 #230 3.9 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.116.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Grayish Brown (IOYR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2000 D85= 0.1790 D60= 0.1532 D50= 0.1452 D30= 0.1293 D15= 0.1115 D10= 0.0971 Cu= 1.58 Cc= 1.12 Classification LISCS= AASHTO= Remarks F.M: 0.49 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-13 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M It N co M N * * : k : k Xk 1 1 1 7:::) 1 11d h � L h 1 11, 1 11 1 i ii ii ii� ii 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.2 0.2 0.5 95.4 3.7 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.8 #5 99.8 #7 99.6 #10 99.6 #14 99.6 #18 99.6 #25 99.5 #35 99.4 #45 98.6 #60 94.7 #80 73.1 #120 18.8 #170 6.5 #200 3.7 #230 2.6 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.120 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Grayish Brown (IOYR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2196 D85= 0.2027 D60= 0.1644 D50= 0.1547 D30= 0.1366 D15= 0.1197 D10= 0.1094 Cu= 1.50 Cc= 1.04 Classification LISCS= SP AASHTO= Remarks F.M: 0.59 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: B3-14 Checked By: PROFILE 4+00 PARTICLE SIZE DISTRIBUTION REPORTS 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report 000 C C C� C C C. °J � 0 N M � (O 0 -ITN co M N 1� I FT .7 7- 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.0 99.9 0.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 100.0 #60 97.7 #80 46.3 #120 4.6 #170 0.5 #200 0.1 #230 0.1 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 00 100 Soil Description Light Gray (IOYR 7/2), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2332 D85= 0.2251 D60= 0.1945 D50= 0.1839 D30= 0.1621 D15= 0.1432 D10= 0.1355 Cu= 1.43 Cc= 1.00 Classification USCS= SP AASHTO= Remarks F.M: 0.81 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-1 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M 7 (O 0 -ITN co M N 7 7- 1 i i i i i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.2 99.6 0.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 99.5 #60 92.2 #80 38.4 #120 3.6 #170 0.6 #200 0.2 #230 0.2 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.2 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 00 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2450 D85= 0.2358 D60= 0.2034 D50= 0.1926 D30= 0.1702 D15= 0.1494 DSO= 0.1406 Cu= 1.45 Cc= 1.01 Classification USCS= SP AASHTO= Remarks F.M: 0.88 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-2 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N M �# 3k �k Xk Xk Xk Xk 1� I FT .7 7- 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.0 99.9 0.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 99.9 #60 98.4 #80 63.6 #120 5.6 #170 0.6 #200 0.1 #230 0.1 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.3 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2212 D85= 0.2104 D60= 0.1762 D50= 0.1665 D30= 0.1490 D15= 0.1356 D10= 0.1304 Cu= 1.35 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M: 0.70 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-3 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -ITN co M N M �# 3k # Xk Xk Xk Xk 7 7- 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.1 99.0 0.9 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 99.9 #60 94.5 #80 55.1 #120 6.4 #170 1.1 #200 0.9 #230 0.9 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.4 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2359 D85= 0.2243 D60= 0.1858 D50= 0.1743 D30= 0.1532 D15= 0.1369 D10= 0.1305 CU= 1.42 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.75 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-4 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report C O O C C� C C C. °J � 0 0 -IT N co M N M 7- 7- 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.0 1.5 97.4 1.0 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.7 #35 99.1 #45 93.9 #60 65.2 #80 26.7 #120 3.1 #170 1.0 #200 1.0 #230 1.0 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � IF (: (910) 686-9666 0 10 20 30 40 50 60 70 30 00 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.3300 D85= 0.3071 D60= 0.2391 D50= 0.2201 D30= 0.1858 D15= 0.1578 D10= 0.1465 Cu= 1.63 Cc= 0.99 Classification LISCS= SP AASHTO= Remarks F.M: 1.06 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-5 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - INM (O N co M N M �# 3k �k Xk Xk Xk Xk 7- 7 Ell i i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 1.7 97.4 0.9 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 99.9 #25 99.8 #35 99.3 #45 96.5 #60 83.9 #80 44.5 #120 5.2 #170 1.0 #200 0.9 #230 0.9 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.6 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 00 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2749 D85= 0.2537 D60= 0.2017 D50= 0.1874 D30= 0.1615 D15= 0.1417 D10= 0.1341 CU= 1.50 Cc= 0.96 Classification LISCS= SP AASHTO= Remarks F.M: 0.86 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-6 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N M �# 3k �k Xk Xk Xk Xk 7 T- 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.6 98.2 1.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 99.9 #35 99.7 #45 98.8 #60 95.4 #80 75.3 #120 9.3 #170 1.8 #200 1.2 #230 1.1 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.7 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 3 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2092 D85= 0.1954 D60= 0.1648 D50= 0.1568 D30= 0.1422 D15= 0.1305 D10= 0.1258 Cu= 1.31 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M: 0.62 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-7 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report C O O C C� C C C. °J � 0 0 -IT N co M N 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 1.1 97.6 1.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.9 #25 99.7 #35 99.3 #45 97.9 #60 94.0 #80 77.4 #120 10.2 #170 2.3 #200 1.3 #230 1.2 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.TROUGH ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 IF (: (910) 686-9666 0 10 20 30 40 50 60 70 30 00 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2067 D85= 0.1923 D60= 0.1629 D50= 0.1552 D30= 0.1410 D15= 0.1296 D10= 0.1244 CU= 1.31 Cc= 0.98 Classification LISCS= SP AASHTO= Remarks F.M: 0.62 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-8 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C C C °rTiJ - N M (O M N \ M �# k �k * : k : k XkI i Vill I I lidl I HIq i i i i i i AL i i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 1.6 97.0 1.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 99.9 #14 99.9 #18 99.8 #25 99.5 #35 98.9 #45 96.9 #60 91.5 #80 71.3 #120 10.1 #170 2.6 #200 1.3 #230 1.1 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.CREST ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2345 D85= 0.2078 D60= 0.1676 D50= 0.1587 D30= 0.1428 D15= 0.1302 D10= 0.1248 Cu= 1.34 Cc= 0.98 Classification LISCS= SP AASHTO= Remarks F.M: 0.67 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-9 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N M to N co M N 1� 1 FT 7 7 7 1 Tl A 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.3 3.2 95.2 1.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 99.8 #7 99.8 #10 99.7 #14 99.6 #18 99.3 #25 98.7 #35 97.5 #45 94.6 #60 87.8 #80 68.3 #120 11.3 #170 2.6 #200 1.3 #230 1.1 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.106 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2750 D85= 0.2260 D60= 0.1699 D50= 0.1600 D30= 0.1428 D15= 0.1292 D10= 0.1208 Cu= 1.41 Cc= 0.99 Classification USCS= SP AASHTO= Remarks F.M: 0.72 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-10 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N M to N (o M N M �#k �k Xk Xk Xk Xk .7 7 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.2 1.8 96.7 1.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.8 #7 99.8 #10 99.7 #14 99.6 #18 99.5 #25 99.2 #35 98.6 #45 96.8 #60 92.0 #80 71.3 #120 10.5 #170 2.3 #200 1.2 #230 1.1 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.109.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fa(:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2312 D85= 0.2072 D60= 0.1675 D50= 0.1586 D30= 0.1425 D15= 0.1297 D10= 0.1232 Cu= 1.36 Cc= 0.98 Classification LISCS= SP AASHTO= Remarks F.M: 0.67 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-11 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - INM (O N co M N M 7-T'- 100 FT 1 77 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.0 0.2 97.6 2.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.8 #25 99.8 #35 99.7 #45 99.6 #60 98.6 #80 92.3 #120 18.2 #170 4.4 #200 2.1 #230 1.7 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.113 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.1771 D85= 0.1717 D60= 0.1526 D50= 0.1463 D30= 0.1337 D15= 0.1220 DSO= 0.1160 Cu= 1.32 Cc= 1.01 Classification LISCS= SP AASHTO= Remarks F.M: 0.45 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-12 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M (O N co M N M �# 3k �k Xk Xk Xk Xk 1� I FT 1 E Hid HP .7 7' 7FT N 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.2 0.1 0.3 94.6 4.8 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.8 #5 99.7 #7 99.7 #10 99.7 #14 99.7 #18 99.7 #25 99.6 #35 99.5 #45 99.3 #60 97.9 #80 90.7 #120 33.5 #170 9.1 #200 4.8 #230 3.4 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.116.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.1787 D85= 0.1713 D60= 0.1467 D50= 0.1387 D30= 0.1217 D15= 0.1028 D10= 0.0922 Cu= 1.59 Cc= 1.10 Classification LISCS= SP AASHTO= Remarks F.M: 0.39 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-13 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -ITN co M N M �# 3kk Xi Xk Xk Xk 7 T' 7 7 i i i i i i I IC i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.1 0.3 94.9 4.6 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.8 #14 99.8 #18 99.8 #25 99.7 #35 99.7 #45 99.1 #60 95.7 #80 78.2 #120 24.9 #170 7.9 #200 4.6 #230 3.3 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.120 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 3 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2082 D85= 0.1930 D60= 0.1582 D50= 0.1487 D30= 0.1303 D15= 0.1109 D10= 0.0982 Cu= 1.61 Cc= 1.09 Classification LISCS= SP AASHTO= Remarks F.M: 0.51 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D4-14 Checked By: PROFILE 8+00 PARTICLE SIZE DISTRIBUTION REPORTS 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report 000 C C C� C C C. °J � 0 N M � (O 0 � N co M N 1� I FT -E Hid H� ii i i i .7 7- 7 T ol I I J 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.0 99.9 0.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 100.0 #60 99.0 #80 46.3 #120 3.3 #170 0.4 #200 0.1 #230 0.1 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 00 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2311 D85= 0.2235 D60= 0.1940 D50= 0.1838 D30= 0.1628 D15= 0.1448 D10= 0.1377 Cu= 1.41 Cc= 0.99 Classification USCS= SP AASHTO= Remarks F.M: 0.81 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-1 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M (O N co M N 1� 1 FT .7 7- 7 1 1 1 1 1 Ill i i ill l i i l 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.3 99.6 0.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 99.9 #45 99.4 #60 89.6 #80 28.7 #120 2.6 #170 0.4 #200 0.1 #230 0.1 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.2 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2523 D85= 0.2418 D60= 0.2115 D50= 0.2016 D30= 0.1815 D15= 0.1616 D10= 0.1520 Cu= 1.39 Cc= 1.02 Classification USCS= SP AASHTO= Remarks F.M: 0.95 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-2 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N M �# 3k �k Xk Xk Xk Xk 1� I FT V!! .7 7- 7 T IN i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.0 99.8 0.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 99.9 #60 97.8 #80 42.8 #120 4.2 #170 0.7 #200 0.2 #230 0.2 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.3 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2343 D85= 0.2267 D60= 0.1976 D50= 0.1874 D30= 0.1659 D15= 0.1462 DSO= 0.1380 Cu= 1.43 Cc= 1.01 Classification USCS= SP AASHTO= Remarks F.M: 0.83 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-3 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report C O O C C C C °J N M 7 (O N co M N 1� I FT .7 7- 7 1 -1 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Cla) 0.0 0.0 0.0 0.0 0.0 99.3 0.7 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 100.0 #60 96.7 #80 39.9 #120 4.1 #170 0.9 #200 0.7 #230 0.7 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.4 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2368 D85= 0.2292 D60= 0.2003 D50= 0.1903 D30= 0.1689 D15= 0.1485 D10= 0.1396 Cu= 1.44 Cc= 1.02 Classification LISCS= SP AASHTO= Remarks F.M: 0.85 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-4 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M It ID N co M N M �# 3k #k Xk Xk Xk 1� I FT I I HI 11 1 Hill I HIN, , 11 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 1.0 98.1 0.8 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.8 #35 99.5 #45 95.4 #60 69.3 #80 23.7 #120 2.6 #170 0.8 #200 0.8 #230 0.8 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.3150 D85= 0.2926 D60= 0.2332 D50= 0.2178 D30= 0.1895 D15= 0.1645 DSO= 0.1531 CU= 1.52 Cc= 1.01 Classification LISCS= SP AASHTO= Remarks F.M: 1.05 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-5 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N M �# 3k �k Xk Xk Xk Xk rTl 7- 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.0 1.4 97.7 0.8 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.8 #25 99.8 #35 99.5 #45 97.4 #60 84.8 #80 34.9 #120 3.8 #170 0.9 #200 0.8 #230 0.8 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.6 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2652 D85= 0.2505 D60= 0.2103 D50= 0.1981 D30= 0.1738 D15= 0.1513 DSO= 0.1416 Cu= 1.48 Cc= 1.01 Classification LISCS= SP AASHTO= Remarks F.M: 0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-6 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M NA.6 7 FT 1 7' 7 M �3k # Xk Xk Xk Xk 6 #-M H hiLl' 1 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.0 0.7 98.2 1.0 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.8 #35 99.5 #45 98.5 #60 94.8 #80 72.8 #120 7.2 #170 1.7 #200 1.0 #230 1.0 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.7 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2155 D85= 0.2001 D60= 0.1672 D50= 0.1590 D30= 0.1441 D15= 0.1326 D10= 0.1280 Cu= 1.31 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.65 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-7 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N F7 71 0% 1 1 1 1 1 1 1 �i �11 L J i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.0 1.5 97.4 1.0 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.8 #25 99.6 #35 99.1 #45 97.3 #60 92.4 #80 66.5 #120 7.2 #170 1.8 #200 1.0 #230 0.9 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS &TROUGH ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2347 D85= 0.2147 D60= 0.1727 D50= 0.1631 D30= 0.1463 D15= 0.1334 D10= 0.1283 Cu= 1.35 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.70 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-8 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - IN co (O N co M N M �#k �k Xk Xk Xk Xk 1� I FT 71�. 1 1 1 1 .77 7 1 1 1 1 1 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.2 0.0 1.6 97.0 1.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 99.8 #5 99.8 #7 99.8 #10 99.8 #14 99.8 #18 99.7 #25 99.4 #35 98.9 #45 97.0 #60 92.4 #80 70.9 #120 8.1 #170 2.5 #200 1.2 #230 0.9 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS &CREST ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2282 D85= 0.2063 D60= 0.1684 D50= 0.1597 D30= 0.1442 D15= 0.1321 D10= 0.1272 Cu= 1.32 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.68 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-9 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N co to N co M N .7 7 7 1 -LE I 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 3.2 95.5 1.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.7 #25 99.3 #35 98.2 #45 95.1 #60 87.9 #80 57.6 #120 8.5 #170 2.5 #200 1.3 #230 1.0 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.106 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2625 D85= 0.2372 D60= 0.1832 D50= 0.1707 D30= 0.1496 D15= 0.1337 D10= 0.1272 CU= 1.44 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M: 0.78 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-10 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N M to N co M N 1� I FT 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 2.9 95.9 1.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.8 #25 99.3 #35 98.3 #45 95.9 #60 90.0 #80 58.2 #120 6.8 #170 1.9 #200 1.2 #230 1.0 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.109.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 00 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2501 D85= 0.2303 D60= 0.1823 D50= 0.1705 D30= 0.1505 D15= 0.1354 D10= 0.1295 Cu= 1.41 Cc= 0.96 Classification LISCS= SP AASHTO= Remarks F.M: 0.77 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-11 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -ITN co M N M �# 3k �k Xk Xk Xk Xk 1� 1 FT 771" 7T 1 i i i i i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.2 0.3 98.0 1.5 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 99.9 #7 99.9 #10 99.8 #14 99.7 #18 99.7 #25 99.7 #35 99.6 #45 99.4 #60 98.2 #80 87.4 #120 11.1 #170 3.2 #200 1.5 #230 1.1 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.113 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.1910 D85= 0.1773 D60= 0.1571 D50= 0.1508 D30= 0.1385 D15= 0.1283 DSO= 0.1207 Cu= 1.30 Cc= 1.01 Classification LISCS= SP AASHTO= Remarks F.M: 0.53 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-12 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report C O O C C� C C C. °J � 0 N M � (O 0 -IT N co M N Mk �#k �k Xk Xk Xk Xk 1� 1 7T� 1 Ll i FT I ill I I I L .�i I Ill E Hid HP i�dii i i i L i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.8 1.4 91.9 5.9 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.5 #10 99.2 #14 98.9 #18 98.6 #25 98.3 #35 98.0 #45 97.6 #60 95.8 #80 88.2 #120 29.0 #170 9.8 #200 5.9 #230 4.5 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.116.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 60 70 30 90 100 Soil Description Grayish Brown (IOYR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.1911 D85= 0.1751 D60= 0.1502 D50= 0.1423 D30= 0.1259 D15= 0.1059 D10= 0.0906 CU= 1.66 Cc= 1.17 Classification LISCS= AASHTO= Remarks F.M: 0.47 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-13 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N M to N co M N M �#k �k Xk Xk Xk Xk 1� I i FT i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Cla) 0.0 0.0 0.1 0.1 1.1 89.4 9.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.8 #10 99.8 #14 99.7 #18 99.5 #25 99.3 #35 99.1 #45 97.9 #60 94.1 #80 78.3 #120 26.9 #170 12.7 #200 9.3 #230 7.7 (no specification provided) Source of Sample: SBSS 8 Sample Number: SBSS 8.120 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Grayish Brown (IOYR 5/2), Poorly Graded SAND, with Silt Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2118 D85= 0.1938 D60= 0.1575 D50= 0.1478 D30= 0.1285 D15= 0.1017 D10= 0.0783 CU= 2.01 Cc= 1.34 Classification LISCS= AASHTO= Remarks F.M: 0.53 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/18/18 Tested By: D5-14 Checked By: PROFILE 12+00 PARTICLE SIZE DISTRIBUTION REPORTS 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report 000 C C C C C °J - INM (O N co M N M �# 3k �k Xi Xk Xk Xk FT 1 11, i ii Hli i ii 7 7- 7 T- i ii H i i ii 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.1 99.8 0.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 99.9 #45 99.8 #60 95.4 #80 34.3 #120 3.2 #170 0.5 #200 0.1 #230 0.0 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � IF (: (910) 686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2400 D85= 0.2326 D60= 0.2049 D50= 0.1954 D30= 0.1753 D15= 0.1551 D10= 0.1457 CU= 1.41 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M: 0.90 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-1 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N M �# 3k �k Xk Xk Xk Xk 1� I FT 1 11, 7 7" 7 T- ILI 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.1 99.6 0.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 99.9 #45 99.7 #60 95.3 #80 34.7 #120 3.5 #170 0.8 #200 0.3 #230 0.2 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.2 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � IF (: (910) 686-9666 0 10 20 30 40 50 00 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2400 D85= 0.2326 D60= 0.2047 D50= 0.1951 D30= 0.1749 D15= 0.1544 D10= 0.1448 CU= 1.41 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M: 0.89 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-2 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report C O O C C C C °J N MIt(O N co M Ni HIM T" 7 T" i i Hid i i i ii��i k li�dli� i �11 'LL Ill(,-, I J 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 0.5 99.1 0.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 #10 99.9 #14 99.8 #18 99.7 #25 99.6 #35 99.5 #45 99.3 #60 95.4 #80 29.6 #120 3.3 #170 0.8 #200 0.3 #230 0.3 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.3 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2407 D85= 0.2339 D60= 0.2079 D50= 0.1990 D30= 0.1804 D15= 0.1613 D10= 0.1517 CU= 1.37 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M: 0.94 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-3 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N 1� 1 FT 7 7- 7 1 1 i -E Hid HP i�� ii i Hill 111 111 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.4 98.7 0.9 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 99.9 #45 98.9 #60 93.0 #80 65.9 #120 6.0 #170 1.2 #200 0.9 #230 0.9 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.4 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2331 D85= 0.2146 D60= 0.1734 D50= 0.1638 D30= 0.1472 D15= 0.1345 D10= 0.1296 Cu= 1.34 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M: 0.69 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-4 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M It ID N co M NFT M i �# 3k #k Xk Xk Xk T- 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 1.4 97.8 0.8 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 99.9 #35 99.7 #45 97.3 #60 84.9 #80 35.4 #120 3.5 #170 0.9 #200 0.8 #230 0.8 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2651 D85= 0.2502 D60= 0.2097 D50= 0.1974 D30= 0.1731 D15= 0.1511 DSO= 0.1418 Cu= 1.48 Cc= 1.01 Classification LISCS= SP AASHTO= Remarks F.M: 0.90 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-5 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N M to N co M N U7 I 1 111111 1 1 HI I I T"' 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 4.3 94.9 0.7 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 99.9 #14 99.9 #18 99.6 #25 99.1 #35 97.4 #45 92.1 #60 74.9 #80 37.3 #120 3.8 #170 0.8 #200 0.7 #230 0.6 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.6 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.3292 D85= 0.2905 D60= 0.2166 D50= 0.1995 D30= 0.1694 D15= 0.1468 D10= 0.1383 Cu= 1.57 Cc= 0.96 Classification LISCS= SP AASHTO= Remarks F.M: 0.98 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-6 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M It w N co M N Mid � i i i i i i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 1.9 97.1 1.0 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.8 #25 99.7 #35 99.0 #45 96.4 #60 87.4 #80 58.0 #120 7.2 #170 1.6 #200 1.0 #230 0.9 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.7 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 00 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2649 D85= 0.2389 D60= 0.1827 D50= 0.1704 D30= 0.1500 D15= 0.1349 D10= 0.1289 Cu= 1.42 Cc= 0.96 Classification LISCS= SP AASHTO= Remarks F.M: 0.77 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-7 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - IN co (O N co M N \ * : k : k Xk i �i rTl 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 1.4 97.5 1.0 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.8 #25 99.6 #35 99.1 #45 97.0 #60 92.2 #80 76.8 #120 10.0 #170 2.0 #200 1.0 #230 0.9 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.TROUGH ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2134 D85= 0.1943 D60= 0.1632 D50= 0.1554 D30= 0.1412 D15= 0.1298 D10= 0.1250 Cu= 1.30 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M: 0.64 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-8 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N M 7 to N co M N .77 7 !H 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 2.2 96.3 1.4 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 #10 99.9 #14 99.8 #18 99.7 #25 99.3 #35 98.5 #45 95.8 #60 89.6 #80 71.6 #120 10.9 #170 2.8 #200 1.4 #230 1.1 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.CREST ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2555 D85= 0.2108 D60= 0.1669 D50= 0.1580 D30= 0.1420 D15= 0.1293 D10= 0.1217 Cu= 1.37 Cc= 0.99 Classification USCS= SP AASHTO= Remarks F.M: 0.68 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-9 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C-g C C '_ °J O N M 7 0 O -ITN co M N H!'' �7l! '77 Mc 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.7 0.1 2.3 95.5 1.4 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 99.3 #3.5 99.3 #4 99.3 #5 99.3 #7 99.3 #10 99.2 #14 99.1 #18 99.0 #25 98.5 #35 97.6 #45 95.2 #60 89.3 #80 71.9 #120 10.3 #170 2.9 #200 1.4 #230 1.1 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.106 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2600 D85= 0.2103 D60= 0.1668 D50= 0.1580 D30= 0.1424 D15= 0.1299 D10= 0.1239 Cu= 1.35 Cc= 0.98 Classification LISCS= SP AASHTO= Remarks F.M: 0.72 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-10 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - IN co to N co M N 1� I i FT i W I I I I 111 I I I E Hid �i, i H i i i� HkI �ii ��ii I I i I I I 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.3 0.1 3.0 95.5 1.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.7 #5 99.7 #7 99.6 #10 99.6 #14 99.5 #18 99.3 #25 98.8 #35 97.7 #45 94.9 #60 88.5 #80 66.2 #120 9.3 #170 2.0 #200 1.1 #230 1.0 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.109.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2642 D85= 0.2260 D60= 0.1725 D50= 0.1624 D30= 0.1449 D15= 0.1314 D10= 0.1259 CU= 1.37 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.74 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-11 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - IN co to N co M N Mk �#kk Xk Xk Xk Xk 1� 1 77� 1 i FT �ii �ii ��i �MP L ii i III I I I i i i i i i i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.4 0.3 0.4 97.3 1.6 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.6 #5 99.5 #7 99.3 #10 99.3 #14 99.2 #18 99.1 #25 99.1 #35 99.0 #45 98.7 #60 97.8 #80 90.7 #120 14.1 #170 3.6 #200 1.6 #230 1.3 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.113 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 g0 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.1792 D85= 0.1736 D60= 0.1546 D50= 0.1484 D30= 0.1363 D15= 0.1258 D10= 0.1133 CU= 1.36 Cc= 1.06 Classification LISCS= SP AASHTO= Remarks F.M: 0.52 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-12 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M 7 (O N co M N M �# 3k �k Xk Xk Xk Xk 1� I FT 19 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.1 95.5 4.4 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 99.9 #25 99.9 #35 99.9 #45 99.8 #60 99.1 #80 94.5 #120 28.3 #170 8.2 #200 4.4 #230 3.2 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.116.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 00 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.1738 D85= 0.1682 D60= 0.1479 D50= 0.1410 D30= 0.1265 D15= 0.1096 DSO= 0.0972 Cu= 1.52 Cc= 1.11 Classification LISCS= SP AASHTO= Remarks F.M: 0.38 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-13 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -ITN co M N 1� I FT .77 D, 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.2 0.4 94.9 4.5 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 100.0 #5 99.9 #7 99.8 #10 99.8 #14 99.8 #18 99.8 #25 99.7 #35 99.7 #45 98.9 #60 95.3 #80 82.5 #120 23.2 #170 8.1 #200 4.5 #230 3.2 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.120 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Grayish Brown (IOYR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.1960 D85= 0.1841 D60= 0.1558 D50= 0.1475 D30= 0.1314 D15= 0.1141 D10= 0.1005 Cu= 1.55 Cc= 1.10 Classification LISCS= SP AASHTO= Remarks F.M: 0.51 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/17/18 Tested By: D6-14 Checked By: PROFILE 16+00 PARTICLE SIZE DISTRIBUTION REPORTS 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report 000 C C C� C C C. °J � 0 N M � (O 0 -ITN co M N M �# 3k �k Xk Xk Xk Xk 1� I FT V!! i i i i i 7 T" 7 T- i i i i i i 1 11, E Hid HP 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.1 99.7 0.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 99.9 #35 99.9 #45 99.8 #60 98.0 #80 32.7 #120 3.0 #170 0.5 #200 0.2 #230 0.2 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2367 D85= 0.2302 D60= 0.2049 D50= 0.1960 D30= 0.1772 D15= 0.1579 D10= 0.1485 Cu= 1.38 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M: 0.90 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-1 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.2 99.6 0.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 99.9 #45 99.6 #60 92.1 #80 33.1 #120 3.1 #170 0.5 #200 0.2 #230 0.2 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.2 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2458 D85= 0.2374 D60= 0.2074 D50= 0.1973 D30= 0.1765 D15= 0.1557 D10= 0.1461 Cu= 1.42 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M: 0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-2 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N M 7-T" �k Xi Xk Xk Xk 1� I FT 1 11, E Hid 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.0 0.1 99.7 0.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.9 #35 99.8 #45 99.7 #60 96.2 #80 39.0 #120 4.3 #170 0.7 #200 0.1 #230 0.1 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.3 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2378 D85= 0.2301 D60= 0.2013 D50= 0.1913 D30= 0.1699 D15= 0.1491 D10= 0.1399 Cu= 1.44 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M: 0.87 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-3 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N 1� I FT .7 7- 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.0 99.2 0.8 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 #45 100.0 #60 96.3 #80 49.1 #120 5.1 #170 1.0 #200 0.8 #230 0.8 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.4 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 IF (: (910) 686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2345 D85= 0.2254 D60= 0.1921 D50= 0.1810 D30= 0.1590 D15= 0.1409 D10= 0.1337 Cu= 1.44 Cc= 0.98 Classification LISCS= SP AASHTO= Remarks F.M: 0.79 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-4 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M Itw N co M N \ M �# 3k * * : k : k Xk �i 1 11 i rTl 1 1 1 1 I I lid I I I 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 2.3 96.7 0.9 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 #10 99.9 #14 99.9 #18 99.8 #25 99.5 #35 98.9 #45 96.4 #60 87.1 #80 43.8 #120 5.0 #170 1.1 #200 0.9 #230 0.9 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2601 D85= 0.2442 D60= 0.2007 D50= 0.1877 D30= 0.1629 D15= 0.1429 D10= 0.1350 CU= 1.49 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M: 0.85 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-5 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J N M It w N co M N \ * * : k : k Xk rTl 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 1.8 97.1 1.1 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.8 #25 99.6 #35 99.1 #45 96.9 #60 89.7 #80 60.5 #120 7.0 #170 1.5 #200 1.1 #230 1.0 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.6 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 3 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2520 D85= 0.2296 D60= 0.1794 D50= 0.1681 D30= 0.1489 D15= 0.1345 D10= 0.1289 CU= 1.39 Cc= 0.96 Classification LISCS= SP AASHTO= Remarks F.M: 0.74 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-6 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N M �#k �k Xk Xk Xk Xk �i F7 i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 1.7 97.3 1.0 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.8 #25 99.6 #35 99.0 #45 96.9 #60 91.3 #80 68.8 #120 7.4 #170 1.8 #200 1.0 #230 0.8 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.7 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2385 D85= 0.2125 D60= 0.1703 D50= 0.1612 D30= 0.1452 D15= 0.1328 D10= 0.1280 CU= 1.33 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.70 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-7 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -IT N co M N M �#k �k Xk Xk Xk Xk 1� 1 1 F 1 1 i I L 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.1 1.7 97.1 1.0 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 100.0 #3.5 100.0 #4 99.9 #5 99.9 #7 99.8 #10 99.8 #14 99.8 #18 99.7 #25 99.5 #35 98.8 #45 96.6 #60 90.7 #80 70.5 #120 9.8 #170 2.1 #200 1.0 #230 0.9 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.TROUGH ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2423 D85= 0.2110 D60= 0.1683 D50= 0.1592 D30= 0.1431 D15= 0.1305 D10= 0.1252 CU= 1.34 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.68 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-8 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N M to N co M N M �#k �kk Xk Xk Xk IT'll U I �Ni IH 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.1 2.6 95.8 1.4 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.8 #7 99.8 #10 99.8 #14 99.7 #18 99.5 #25 99.1 #35 98.1 #45 95.5 #60 89.8 #80 69.1 #120 8.0 #170 2.4 #200 1.4 #230 1.2 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.CREST ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � IF (: (910) 686-9666 0 10 20 30 40 50 00 70 30 00 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2519 D85= 0.2151 D60= 0.1698 D50= 0.1607 D30= 0.1447 D15= 0.1323 D10= 0.1273 Cu= 1.33 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M: 0.72 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-9 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C C C °J - N M to N co M N M 7 T" 7 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 3.5 95.1 1.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 99.9 #14 99.8 #18 99.6 #25 99.0 #35 97.6 #45 94.1 #60 87.1 #80 69.5 #120 9.8 #170 2.6 #200 1.3 #230 1.0 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.106 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 00 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2885 D85= 0.2261 D60= 0.1689 D50= 0.1596 D30= 0.1433 D15= 0.1305 D10= 0.1252 Cu= 1.35 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M: 0.72 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-10 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 n 30 20 10 n Particle Size Distribution Report O O C C C-g C C '_ °J O N0 C, M 7 C O -ITN co to M N M #k 7 l 1 F7 117 11 1 I 1 11111 1 1 HI I I LI L 1 1 1 1 1 I I I E-11 I 1---.L --- L �ci I I - 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.6 0.3 2.0 95.9 1.2 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.4 #4 99.4 #5 99.2 #7 99.1 #10 99.1 #14 98.9 #18 98.7 #25 98.3 #35 97.6 #45 96.1 #60 92.7 #80 75.0 #120 9.4 #170 2.3 #200 1.2 #230 1.1 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.109.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 � Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2168 D85= 0.1977 D60= 0.1648 D50= 0.1567 D30= 0.1421 D15= 0.1304 D10= 0.1256 Cu= 1.31 Cc= 0.98 Classification LISCS= SP AASHTO= Remarks F.M: 0.69 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-11 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M 7 (O 0 -IT N co M N Mk �#kk Xk Xk Xk Xk 1� I i FT 77 i E Hid T 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.5 0.1 0.4 97.1 1.9 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 99.9 #3.5 99.7 #4 99.5 #5 99.5 #7 99.4 #10 99.4 #14 99.3 #18 99.2 #25 99.1 #35 99.0 #45 98.9 #60 98.3 #80 92.8 #120 15.3 #170 4.1 #200 1.9 #230 1.4 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.113 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.1766 D85= 0.1715 D60= 0.1533 D50= 0.1473 D30= 0.1353 D15= 0.1242 D10= 0.1104 Cu= 1.39 Cc= 1.08 Classification LISCS= SP AASHTO= Remarks F.M: 0.50 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-12 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -ITN co M N M �# 3k �k Xk Xk Xk Xk 1� I FT ii ii 11i i 7 7- 7 T- i i 1i i 1 "I'll JIL 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.1 0.1 95.2 4.5 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.8 #7 99.8 #10 99.8 #14 99.8 #18 99.8 #25 99.8 #35 99.8 #45 99.6 #60 98.5 #80 92.3 #120 29.0 #170 8.6 #200 4.5 #230 3.1 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.116.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Grayish Brown (IOYR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.1765 D85= 0.1703 D60= 0.1485 D50= 0.1412 D30= 0.1259 D15= 0.1079 D10= 0.0949 Cu= 1.56 Cc= 1.12 Classification LISCS= SP AASHTO= Remarks F.M: 0.39 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-13 Checked By: 100 90 80 70 ry z 60 z 50 W U ry W 40 In 30 20 10 n Particle Size Distribution Report O O C C C� C C C. °J � 0 N M � (O 0 -ITN co M N M �# 3k �k Xi Xk Xk Xk .7 7" 7 i ii i i i i 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3.. Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.4 95.3 4.3 SIEVE SIZE PERCENT FINER SPEC." PASS? PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.9 #25 99.9 #35 99.8 #45 99.3 #60 96.4 #80 83.0 #120 22.6 #170 7.5 #200 4.3 #230 3.1 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.120 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax:(910)686-9666 0 10 20 30 40 50 60 70 30 90 100 Soil Description Grayish Brown (IOYR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.1939 D85= 0.1832 D60= 0.1558 D50= 0.1477 D30= 0.1318 D15= 0.1154 D10= 0.1037 CU= 1.50 Cc= 1.08 Classification LISCS= SP AASHTO= Remarks F.M: 0.50 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Date: 7/20/18 Tested By: D7-14 Checked By: CALCITE COMPOSITE Standard Test Method for Rapid Determination of Carbonate Content of Soils �^ ASTM D 4373 PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 ECS Southeast, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 www.ecslimited.com SAMPLE LOCATION: SBSS 0 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Reading Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SBSS 0 Composite 4.99 0.75 5.00 0.15 2% .y a 4 N (n 0 L a- 10 9 8 7 6 5 4 3 2 1 0 0% Tested By: KEL Calcite Equivalent y = 8.8893x + 0.2095 20% 40% 60% 80% 100% Mass CaCO3 (g) Reviewed By: KJS Standard Test Method for Rapid Determination of Carbonate Content of Soils �^ ASTM D 4373 PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 ECS Southeast, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 www.ecslimited.com SAMPLE LOCATION: SBSS 4 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Reading Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SBSS 4 Composite 5.01 1.00 5.00 0.20 2% .y a 4 N (n 0 L a- 10 9 8 7 6 5 4 3 2 1 0 0% Tested By: KEL Calcite Equivalent y = 8.8893x + 0.2095 20% 40% 60% 80% 100% Mass CaCO3 (g) Reviewed By: KJS Standard Test Method for Rapid Determination of Carbonate Content of Soils �^ ASTM D 4373 PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 ECS Southeast, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 www.ecslimited.com SAMPLE LOCATION: SBSS 8 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Reading Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SBSS 8 Composite 5.00 0.90 5.00 0.18 2% .y a 4 N (n 0 L a- 10 9 8 7 6 5 4 3 2 1 0 0% Tested By: KEL Calcite Equivalent y = 8.8893x + 0.2095 20% 40% 60% 80% 100% Mass CaCO3 (g) Reviewed By: KJS Standard Test Method for Rapid Determination of Carbonate Content of Soils �^ ASTM D 4373 PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 ECS Southeast, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 www.ecslimited.com SAMPLE LOCATION: SBSS 12 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Reading Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SBSS 12 Composite 4.99 0.85 5.00 0.17 2% .y a 4 N (n 0 L a- 10 9 8 7 6 5 4 3 2 1 0 0% Tested By: KEL Calcite Equivalent y = 8.8893x + 0.2095 20% 40% 60% 80% 100% Mass CaCO3 (g) Reviewed By: KJS Standard Test Method for Rapid Determination of Carbonate Content of Soils �^ ASTM D 4373 PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 ECS Southeast, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 www.ecslimited.com SAMPLE LOCATION: SBSS 16 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Reading Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SBSS 16 Composite 5.00 0.80 5.00 0.16 2% .y a 4 N (n 0 L a- 10 9 8 7 6 5 4 3 2 1 0 0% Tested By: KEL Calcite Equivalent y = 8.8893x + 0.2095 20% 40% 60% 80% 100% Mass CaCO3 (g) Reviewed By: KJS