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HomeMy WebLinkAbout20040987 Ver 4_Banks Channel 2019-20 Plans_20191213Joo00 1j 1� ��OOO 1�, i Banks Channel - � I X TI Figure "8" Beach Baseline Coordinates NAD83 NC State Plane - Feet Point Station Easting Northing BL1 0+00 2,373,724.00 183,249.28 BL2 100+00 2,379,502.29 191,410.85 Dredge/Fill Area Volume to Grade (Cubic Yards) Volume in Overdepth (Cubic Yards) Total Volume (Cubic Yards) Banks Channel 1371705 711336 2091041 re 8 Beach 1761545 561240 1 2321785 Figu _X% `¢I Sheets 3 & 4 _ r y 'lS•: f.F ,'D edge Area ?3 f - �1 Via...+. Banks Channel • . , N i a W ^ ip , ,fir �� { 4 'dal � . - ��} /. ' } �; � � I � �: • � /. ' � \ Ai- 77 If ak '� i• of • r Iry 7 .r •'" ..ir war .?' �r�` :v:, + y �. r e •'2 r 1.Tr F 'O �. rr� lIl + / >M !; • .' � ' 7: Uri t" O � � O In J - O gSELINE o.• f 11 ��' a + + L + + �+ - r + BL1!: s L-. "ram r o +.� \, 8 o o O O Figure 8 Beach Fill Area (Material from Mason Inlet/Creek) 0astal TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 Vertical Datum Conversion Mean High Water 1.40' .82' NAVD88 2.42' Mean Low Water Graphic Scale 0' 200' 400' 800, iiiii Scale: 1" = 400' I, y " G _ t mo Ul +iL • ..- o ��•���� o c��r �i ■ • Sheets 7 & 9 Sheets 8 & �.� oo ���610 o00 Banks Channel Dredging Project New Hanover County, NC Banks Channel Dredge and Figure 8 Beach Nourishment Areas Project Layout and Control BANKS CHANNEL COORDINATE LIST (NA083NCState Plane - Feet) Toe 2, 373, 283.84 185, 641, 00 2,3 668.26 190,91477 1 2, 374 797.73 186,874 06 2,373,319. 92 185,69471 2376, 809.49 191, 52458 2,371677295 186,86346 2 373, 331.15 2, 373, 370.43 2 373, 610. 26 185, 737.97 185,892.70 186,497.20 2,374 597.11 186,812, 42 2,374,624.47 186, 775.38 2 374 478.73 186,699,11 2 373, 8M 96 2,374,129.33 2,3U4,238.52 2, 374, 3Z9. 84 2 374, 399.59 E ` 2, 374, 532.67 2, 374, 595. 48 2, 374, 6%95 2, 374, 684.48 2374, 732.13 2, 374 776. 33 2,375,006.78 2,375,082.54 2,375,210.35 2, 375, 262.87 2, 375, 299.54 2, 375, 307.09 2, 375, 378.52 2 375, 4%63 2, 375, 441.43 2, 375, 493. 55 2, 375, 585. 80 2 375, 621.42 1,17 716.39 186,663.52 186, 787.59 186, 824 08 186, 859, 62 2 374 398.44 186,671, 70 2, 374, 305.52 186,635, 93 2,374,199.29 186,600, 09 2, 373, 929.33 186,488.59 186, 883, 43 2, 373, 775.64 186,371.70 186, 953 07 2, 373, 825.42 186, 297, 87 186, 985.10 2, 374, 043.53 186,088.68 187,039.93 2, 373, 965.84 186,007.68 187,043.15 2 373, 850.43 186,118, 36 187,089.92 2, 373, 605.05 2 373, 773.50 2 3-13, 729.55 186,139.97 186, 138.83 186,123 95 187,121.66 187, 261 67 187, 298, 32 187,365.07 187, 38414 187, 404.33 187,409.25 187,48813 187,522 39 187, 570 46 187, 639, 32 2, 373, 664,81 186,092.36 2,373,561.10 185,830, 95 2 373, 524.87 185,688.24 2 373, 504.95 185,611.47 2, 373, 452.78 185, 533.82 2 373, 401 01 185,447 29 2,373,369.95 185,395.91 2, 373, 304 79 185,314.74 2, 373, 259. 94 185, 238.01 187, 755.76 187,812.68 187,950.61 2,373,165.00 185,115, 57 2,373,118.45 185,056, 70 2, 373, 042.85 185,009, 63 2,376, 377.98 1 188, 416.02 2 376, 475, 23 188, 512, 37 2, 370525.04 188,55563 2,376,543.99 188,59478 14 2, 376, 609.17 188, 698.97 t 2, 376, 656.23 188,763.97 1 2 376, 749.47 188,957.96 fit• 2, 376, 777.86 189,153.51 Lf 2, 3711812.12 189,324.15 • P• 2,3 6,840. 66 189,377.50 2,376,852.66 189,563.87 2,3....... 189,709.29 2 376, 826.55 189,920.08 2376, K548 190.063.01 2 376, 785.05 190.113.88 M 1 2376,712.10 190.26467 2,31b,672.40 190,34421 376, 61. 75 12112.61 2, 376, 581.95 190.907.14 IL - :. 2 376, 72409 191,543.65 Ilk Wr kv Ill r� J` .xs• 1 i,- � 1 J • Cry .1 � '� •`'�1 ; ..�!:� ,'�S fir'' !�, �•'1?: '��. t-. x.•. Figure 8 Beach Fill Area (Material from Banks Channel) Oo 0 Christian L. Gibson, PE NC PE #026273 2, 372, 809.01 184, 258, 30 184,151,18 164, 006, 23 184, 265, 92 164, 469, 04 184,723.85 ' 2, 37Z 854, 83 2, 372, 647.99 2, 372, 449.16 2, 372, 433.24 2 37Z 511. 71 2, 372, 547.64 184,813.32 2,37Z 838.65 185,090.69 2, 372, 919.30 185,168.30 2, 372, 983.17 185, 208.07 2, 373, 007.53 185, 238.88 2 373, 093.87 185,350.23 2,373,139.58 185,428.43 2, 373, 205.68 185,510.75 2373, 229.61 185,550.35 2, 373, 263.84 185,641.00 2, 373, 319.92 185,694.71 2, 373, 331.15 185, 737.97 2,373,37a 43 185,892.70 2, 373, 610.26 186,497.20 2, 373, 828. 96 186,663.52 2 374129. 33 186,787.59 2 374 238.52 186,82408 2, 374, 329.84 186,859.62 2, 374, 399.59 186,883.43 2, 374 532. 67 186953.07 2,374 595.46 186:985.10 2 374 676.95 187,039.93 187,043.15 187,089,92 187,121.66 187, 261.67 IF 187,298 32 187, 365 07 187,38414 187,40433 _ 2,374 684,46 2, 374, 732.13 2 374 776.33 2, 375, 006.76 2 375, G82 54 2 375, 210.35 2, 375, 26287 2, 375, 299.54 2, 375, 307 09 187, 409 25 2 375,378 52 187,488 2,375,4C6.63 167,522 39 z375 44143 187 570, 46 • 2,375,49a 55 187,639, 32 2 375 535.76 187692,59 L R W� `. - , �Ooo Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging 3. Beach data collected by TI Coastal on August 21-23, 2019 and represent conditions at that time. 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. DWG NAME: 2019 Banks Channel Plans.dwg DWG DATE: December 6, 2019 SURVEY DATE: As Shown SCALE: 1" = 500' SHEET: 2 OF 14 -► .- "00 C .00 r•' C 1 + , o -Ml,- ■ t W&W x, K a tA 4r,a � y BASELINE BL1� 1 cr M N 00 i. 00 O � O tv { * 'd' _ t . '-°- = ,� F_ 46 K:� �• V 1 0-A �• Ln N U) _q n N ` 00 M Mti H !AF n 00 Dredge/Fill Area Volume to Grade (Cubic Yards) Volume in Overdepth (Cubic Yards) Total Volume (Cubic Yards) Banks Channel 1371705 711336 2091041 Figure 8 Beach 1761545 561240 2321785 JAMM r y �3 4061 { O ♦ 0� 1i �1 r - •� •Y i - i SETS' J O O Ln Ln _ 4 '+'Qy .gip/ y. f /. - 'Ties` 1 %. _ .# . , r h .� t +1 ~ � � ` /�' f '... A H E .. e� = _, - - � � • ��. � etc � � � we .-�.:, � ' + _ 4����+'` . i�'' .. . - • � : �' � y � F '_ � � ' _ � 5�'i � .. " � 5t� 14 10 4*0 ;."` ! 4 .t•'. -- '�'1'•<- .� - ...rV"..A i+3""L' ' ~a•. F ! A. p��• G► --. ;.'1 A71t 1 +NO X 1] - , 1111 - - BANKS C.11ML COORDINATE LIST (NA083 NC State Plane -Feet) Toe Centerline 75 71 97 �n 52 5e 09 62 07 10 15 92 66 67 32 07 14 33 25 13 39 96 32 76 88 61 63 76 97 97 96 816.45 190,06301 785.06 190,113,88 712.10 190,26467 672AO L90,3"21 638.75 L90,76266 581.95 190,9071A 77A.09 791.5111, S _ �;�,ti. .�� •' imposed Pipe�� -P!WU E + O 14 X Vertical Datum Notes: Conversion Banks Channel Dredging Project 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet NAVD88 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on August 21-23, 2019 TIoasta 2.s4. and represent conditions at that time. Mean Low Water New Hanover County, NC 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 1 Beaufort Datum and represent conditions at that time. 4. Soundings are expressed in feet and tenths. Banks Channel Dredge Area 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. TI Coastal Services, Inc. Graphic Scale P.O. Box 11056 01 100, 200' 400' DWG NAME: 2019 Banks Channel Plans.dwg Wilmington, NC 28404 iiiii Banks Channel - Control Layout Christian L. GibsonDWG DATE: December 6, 2019 SURVEY DATE: As Shown 910.512.3096 Scale: 1,. = 200, PE NC PE #026273 SCALE: 1" = 200' SHEET: 3 OF 12 • �'1 y- 1 . 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Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on August 21-23, 2019 T Ioasta 2.s4. and represent conditions at that time. Mean Low Water New Hanover County, NC 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 1 Beaufort Datum and represent conditions at that time. 4. Soundings are expressed in feet and tenths. Banks Channel Dredge Area 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. TI Coastal Services, Inc. Graphic Scale P.O. Box 11056 0' 100, 200' 400' DWG NAME: 2019 Banks Channel Plans.dwg Wilmington, NC 28404 Scale: 1" Banks Channel - Control Christian L. Gibson Layout DWG DATE: December 6, 2019 SURVEY DATE: As Shown 910.512.3096 _ 200 -, PE NC PE #026273 SCALE: 1" = 150' SHEET: 4 OF 12 X:2372534.38 00+00 Length:498.01 Azimuth:58.36 X:2372958.34 Y:183955.58 Y:184216.86 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 00+00 0.00 0.00 5.00 5.00 rade -9'OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 00+00 Depth 10.00 Ft:ln X:2372355.11 05+00 Length:442,00 Azimuth:107.13 X:2372777.50 Y:184626A6 Y:184496.27 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 05+00 0.00 0.00 5.00 5.00 - T Grade -9'01) 10.00 10.00 15.00 1 1 1 15.00 August 2019 Template DBL 100.00 Ft:ln 05+00 Depth 10.00 Ft:ln X:2372721.25 10+00 Length:442.16 Azimuth:137.90 X:2373017.68 Y:185145.95 Y:184817.87 -200.00-100.00 0.00 100.D0 200.D0 -5.00 -5.00 10+00 0.00 0.00 5.00 5.00 de -9'0D 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 10+00 Depth 10.00 Ft:ln X:2373017.14 15+00 Length:443.19 Azimuth:124.50 X:2373382.37 Y:185458.73 Y:185207.68 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 15+00 0.00 0.00 5.00 5.00 - 'Grade -TOD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 15+00 Depth 10.00 Ft:ln X:2373228.18 20+00 Length:444.04 Azimuth:109.75 X:2373646.11 Y:185824.11 Y:185674.08 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 20+00 0.00 0.00 5.00 5.00 UTGrade 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 20+00 Depth 10.00 Ft:ln X:2373436.32 26+00 Length:442.25 Azimuth:109.75 X:2373852.56 Y:186386.88 Y:186237.46 -200.00-100.00 0.00 100.D0 2002 -5.00 -5.00 0.00 26+00 0.00 5.00 5.00 10.00 10.00 Entrance to "T-Canal" 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 26+00 Depth 10.00 Ft:ln TTjIA--7-�-)))oasta1 TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 X:2372473.27 01+00 Length:523.09 Azimuth:58.35 X:2372918.58 Y:184035.38 Y:184309.82 -200.00-100.00 0.00 1DO.00 200.00 -5.00 -5.00 0.00 01+00 0.00 5.00 5.00 10.00 10.00 - T Grade -9'OD 15.00 15.00 A4WM9 Template DBL 100.00 Ft:ln 01+00 Depth 10.00 Ft:ln X:2372384.54 06+00 Length:442.00 Azimuth:107.13 X:2372806.93 Y:184722.03 Y:194591.84 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 06+ 0.00 0.00 5.00 5.00 - 7' Grade -9'OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 06+00 Depth 10.00 Ft:ln X:2372793.49 11+00 Length:442.23 Azimuth:137.90 X:2373089.96 Y:185215.16 Y: IM7.03 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 11+00 0.00 0.00 5.00 5.00 Grade -9'OD 10.00 0 00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 11+00 Depth 10.00 Ft:ln X:2373074.51 16+00 Length:443.22 Azimuth:124.50 X:2373439.76 Y:185540.65 Y:185289.58 -200M-100.00 0.00 100.00 200.00 -5.00 -5.00 16+00 0.00 0.00 5.00 5.00 -TGr -TGr 9 OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 16+00 Depth 10.00 Ft:ln X:2373252.90 21+00 Length:444.05 Azimuth:109.75 X:2373670.83 Y:185921.49 Y:185771.45 -200.00-100.00 ON 100.00 200.00 -5.00 -5.00 21+00 0.00 0.00 5.00 5.00 - T Grade 9' OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 21+00 Depth 10.00 Ft:ln X:2373473.22 27+00 Length:465.23 Azimuth:109.75 X:2373911.09 Y:186479.89 Y:186322.70 -200.00-100.00 0.00 1DO.00 200.00 -5.00 -5.00 27+00 0.00 0.00 5.00 5.00 T Grade -ROD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 27+00 Depth 10.00 Ft:ln Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale X:2372412.17 02+00 Length:516.04 Azimuth:58.35 X:2372851.48 Y:184115.19 Y:184385.94 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 02+00 0.00 0.00 5.00 5.00 - T Grade -9'OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 02+00 Depth 10.00 Ft:ln X:2372418.42 07+00 Length:472.48 Azimuth:107.13 X:2372869.94 Y:184816.23 Y:184677.06 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 0+ 0.00 0.00 5.00 5.00 - T Grade - 9'OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 07+00 Depth 10.00 Ft:ln X:2372869.71 12+00 Length:449.07 Azimuth:137.90 X:2373170.77 Y:185279.96 Y:184946.75 -200.00-100.D0 0.00 100.00 200.00 -5.00 -5.00 12+00 0 00 0.00 5 00 5.00 - 7' Grade -9'0D ' 0.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 12+00 Depth 10.00 Rid X:2373131.83 17+00 Length:442.80 Azimuth:124.50 X:2373496.74 Y:185622.59 Y:185371.76 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 17+00 0.00 0.00 5.00 5.00 - 7' Grad -9'OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 17+00 Depth 10.00 Ft:ln X:2373288.73 22+00 Length:442.24 Azimuth:109.75 X:2373704.96 Y:186014.87 Y:185865.45 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 22+00 0.00 0.00 5.00 5.00 - 7' Grade 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 22+00 Depth 10.00 Ft:ln X:2373516.36 27+15 Length:457.36 Azimuth:127.86 X:2373877.45 Y:186577.81 Y:186297.11 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 27+15 0.00 0.00 5 00 5.00 - T Grade -9'OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 27+15 Depth 10.00 Ft:ln X:2372351.06 03+00 Length:508.87 Azimuth:58.36 X:2372784.27 Y:184195.00 Y:184461.98 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 0.00 0.00 5.00 5.00 7' Grade -9 D 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 03+00 Depth 10.00 R:ln X:2372452.09 07+04 Length:455.25 Azimuth:122.52 X:2372835.98 Y:1809.40 Y:184644.69 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 0.00 0.00 5.00 5.00 - T Grade -9'0D 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 07+04 Depth 10.00 Ft:ln X:2372940.87 13+00 Length:448.68 Azimuth:137.90 X:2373241.67 Y:185350.37 Y:185017.45 00.00-100.00 0.00 100.00 200.00 -5.00 -5.00 13+00 0.00 Z 0.00 5.00 5 CC - 7' Grade -9'OD 10.00 10 CC 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 13+00 Depth 10.00 Ft:ln X:2373183.41 18+00 Length:442.71 Azimuth:124.50 X:2373548.24 Y:185708.48 Y:185457.70 -200.00-1DO.00 0.00 100.00 200.00 -5.00 -5.00 18+00 0.00 0.00 5.00 5.00 - 7' Grad 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 18+00 Depth 10.00 R:ln X:2373325.62 23+00 Length:442.25 Azimuth:109.75 X:2373741.86 Y:186107.87 Y:185958.45 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 23+00 0.00 0.00 5.00 5.00 - 7' Grade - 9' 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 23+00 Depth 10.00 Ft:ln X:2373656.87 28+00 Length:442.70 Azimuth:145.97 X:2373904.60 Y:186684.66 Y:186317.76 00.00-1DO.00 0.00 100.00 200.00 -5.00 -5.00 28+00 0.00 0.00 5.00 5 CC - T Grade -TOD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 28+00 Depth 10.00 Ft:ln Banks Channel Dredging Project New Hanover County, NC Banks Channel Dredge Area X:2372320.62 03+43 Length:499.48 Azimuth:82.74 X:2372816.10 Y:184357.39 Y:184420.48 -200.00-100.00 0.D0 100.00 200.00 -5.00 -5.00 0.00 0.00 5.00 5.00 7' Grade 9' 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 03+43 Depth 10.00 R:ln X:2372576.42 08+00 Length:442.16 Azimuth:137.90 X:2372872.85 Y:185007.91 Y:184679.83 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 08+00 0.00 0.00 5.00 5.00 �7'Grade 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Rid 08+00 Depth 10.00 Ft:ln X:2372928.20 13+13 Length:442.78 Azimuth:131.20 X:2373261.34 Y:185334.03 Y:185042.36 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 13+13 0.00 0.00 Ho 5.00 Grade -9'OD 10 CC 10.00 15.00 1 15.00 August 2019 Template DBL 100.00 Ft:ln 13+13 Depth 10.00 Ft:ln X:2373208.22 18+82 Length:445.41 Azimuth:117.13 X:2373604.64 Y:185745.97 Y:185542.89 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 18+82 0.00 0.00 5.00 5.00 -7'Gr e - 9' D 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 18+82 Depth 10.00 R:ln X:2373362.52 24+00 Length:442.25 Azimuth:109.75 X:2373778.76 Y:186200.88 Y:186051.46 -200.00-100.00 0.00 100.00 200.00 -5.00 1 -5.00 24+00 0.00 0.00 5.00 5.00 - 7' Grade 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 24+00 Depth 10.00 Ft:ln X:2373736.60 29+00 Length:442.70 Azimuth:145.97 X:2373984.32 Y:186745.29 Y:186378.39 -200.00-100.00 0.D0 100.00 200.00 -5.00 -5.00 29+00 0.00 ON 5 CC 5.00 - 7' Grade -9'OD 10 CC 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 29+00 Depth 10.00 Ft:ln X:2372325.68 04+00 Length:577.02 Azimuth:107.13 X:2372877.10 Y:184530.89 Y:184360.92 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 04+00 0.00 0.00 5.00 5.00 T Grade 9' OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 04+00 Depth 10.00 Min X:2372648.84 09+00 Length:442.16 Azimuth:137.90 X:2372945.27 Y:185076.93 Y:184748.85 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 09+00 o.oa o.00 5.00 5.00 - 7' rade -9'0D 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 09+00 Depth 10.00 Ft:ln X:2372960.82 14+00 Length:442.73 Azimuth:124.50 X:2373325.67 Y:185376.10 Y:185125.31 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 14+00 0.00 0.00 Ho 5.00 - e -9'0D 10.00 10.00 15.00 1 15.00 August 2019 Template DBL 100.00 Ft:ln 14+00 Depth 10.00 Ft:ln X:2373197.18 19+00 Length:450.28 Azimuth:109.75 X:2373620.98 Y:185728.99 Y:185576.86 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 19+00 0.00 0.00 5.00 5.00 -TG de OD 10.00 10.D0 15.D0 15.00 August 2019 Template DBL 100.00 Ft:ln 19+00 Depth 10.D0 Ftln X:2373399.42 25+00 Length:442.25 Azimuth:109.75 X:2373815.66 Y:186293.88 Y:186144A6 -200.00-100.00 0.00 100.00 200.00 -5.00 0.00 25+00 -5.00 0.00 5.00 5.00 10.00 10.00 Entrance to'T-Canal" 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 25+00 Depth 10.00 Ft:ln X:2373825.14 30+00 Length:451.20 Azimuth:145.97 X:2374077.62 Y:186792.86 Y:186418.92 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 30+00 0.00 0.00 5.00 5.00 - T Grade -9'OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 30+00 Depth 10.00 Ft:ln Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on August 21-23, 2019 and represent conditions at that time. 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. Horiz.Scale: 1" = 100' 0' 50' 100' 200' iiiii 0' 5' 10' 20' Vert.Scale: 1" = 10' Cross Section - Stations 0+00 to 30+00 Christian L. Gibson, PE NC PE #026273 DWG NAME: 2019 Banks Channel Plans.dwg DWG DATE: December 6, 2019 1 SURVEY DATE: As Shown SCALE: As Shown SHEET: 5 OF 12 X:2373863.49 30+13 Length:444.40 Azimuth:151.61 X:2374074.77 Y:186808.70 Y:186417.74 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 30+13 0.00 0.00 5.00 5.00 - T Grade -9'0D 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 30+13 Depth 10.00 Ft:ln X:2374433.31 36+00 Length:443.60 Azimuth:157.25 X:2374604.84 Y:187037.64 Y:186628.54 200.00-100.00 0.00 100.00 200.00 -5.00 5.00 - 36+00 0.00 0.00 5.00 5.00 - 7' rade 9' OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 36+00 Depth 10.00 Ft:ln X:2374816.61 41+00 Length:442.01 Azimuth:148.52 X:2375047.44 Y:187287.72 Y:186910.77 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 41-00 0.00 0.00 5.00 5.00 -TGra 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 41+00 Depth 10.00 Ft:ln X:2375248.94 46+41 Length:444.84 Azimuth:138.64 X:2375542.89 Y:187525.30 Y:187191.42 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 46+41 0.00 0.00 5.00 5.00 -TGra - OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 46+41 Depth 10.00 Ft:ln TTjIA--7-�-)))oasta1 TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 X:2373968.88 31+00 Length:442.01 Azimuth:157.25 X:2374139.79 Y:186852.23 Y:186444.60 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 31+00 0.00 0.00 5.00 5.00 - Grade -9'O1) 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 31+00 Depth 10.00 Ft:ln X:2374522.44 37+00 Length:443.24 Azimuth:157.25 X:2374693.83 Y:187083.68 Y:186674.92 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 37+00 0.00 0.00 5.00 5.00 - Grade 10.00 9 OD 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 37+00 Depth 10.00 Ft:ln X:2374902.08 42+00 Length:442.00 Azimuth:148.52 X:2375132.90 Y:187339.64 Y:186962.70 -200.00-100.00 0.00 1D0.00 200.00 -5.00 -5.00 42+00 0.00 0.00 5.00 5.00 - T Gra 10.00 0 00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 42+00 Depth 10.00 Ft:ln X:2375255.67 47+00 Length:442.78 Azimuth:128.76 X:2375600.95 Y:187532.73 Y:187255.53 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 47+00 0.00 0.00 5.00 5.00 - T Grad 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 47+00 Depth 10.00 Ft:ln Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale Horiz.Scale: 1" = 100' 0' 50' 100' 200' iiiii 0' 5' 10' 20' Vert.Scale: 1" = 10' X:2374061.30 32+00 Length:442.01 Azimuth:157.25 X:2374232.22 Y: IW90.41 Y:186482.78 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 32+00 0.00 0.00 5.00 5.00 - T rade 9' OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 32+00 Depth 10.00 Ft:ln X:2374557.64 37+62 Length:445.16 Azimuth:152.89 X:2374760.53 Y:187105.49 Y:186709.25 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 37+62 0.00 0.00 5.00 5.00 - Grade 9OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 37+62 Depth 10.00 Ft:ln X:2374989.80 43+00 Length:444.17 Azimuth:148.52 X:2375221.76 Y:187387.87 Y:187009.08 -200.00-100.D0 0.00 100.00 200.00 -5.00 -5.00 43+00 0 00 0.00 5 00 5.00 -TGr e - 'OD ' 0.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 43+00 Depth 10.00 Ft:ln X:2375320.11 48+00 Length:442.55 Azimuth:128.76 X:2375665.21 Y:187609.23 Y:187332.18 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 48+00 0 00 0.00 5.00 5.00 - 7' Grad 10.00 - 9' 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 48+00 Depth 10.00 Ft:ln X:2374155.66 33+00 Length:443.24 Azimuth:157.25 X:2374327.05 Y:186923.97 Y:186515.21 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 33+00 0.00 0.00 5.00 5.00 - Trade 9' OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 33+00 Depth 10.00 R:ln X:2374570.94 38+00 Length:442.41 Azimuth:148.52 X:2374801.98 Y:187114.44 Y:186737.15 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 38+00 0.00 0.00 5.00 5.00 Grade -9'OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 38+00 Depth 10.00 Ft:ln X:2375079.33 44+00 Length:443.03 Azimuth:148.52 X:2375310.69 Y:187433.15 Y:187055.33 00.00-100.00 0.00 100.00 200.00 -5.00 -5.00 44+00 0.00 0.00 5.00 5 nc - 7' de 01) 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 44+00 Depth 10.00 Ft:ln X:2375379.81 49+00 Length:442.17 Azimuth:128.76 X:2375724.62 Y:187689.54 Y:187412.73 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 49+00 0.00 0.00 5.00 5.00 -TGra 10.00 - 9' 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 49+00 Depth 10.00 R:ln Banks Channel Dredging Project New Hanover County, NC Banks Channel Dredge Area Cross Section -Stations 30+13 to 50+00 X:2374249.72 34+00 Length:442.14 Azimuth:157.25 X:2374420.69 Y:186958.27 Y:186550.52 -200.00-100.00 0.00 100.00 200.00 -5.00 1 -5.00 34+00 0.00 0.00 5.00 5.00 :�;�- 7' rode 9' OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 34+00 Depth 10.00 R:ln X:2374649.22 39+00 Length:453,60 Azimuth:148,52 X:2374886.10 Y:187178.09 Y:186791.26 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 39+00 o.o0 0.00 5.00 5.00 - 7' rade 10.00 9' OD 10.00 15.00 15.00 August 2019 Template DBL 100.00 R n 39+00 Depth 10.00 Ft:ln X:2375168.71 45+00 Length:449.71 Azimuth:148.52 X:2375403.56 Y:187478.68 Y:187095.16 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 45+00 0.00 0.00 Ho 5.00 - 7' de - 'OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 45+00 Depth 10.00 Ft:ln X:2375441.39 50+00 Length:442.01 Azimuth:128.76 X:2375786.07 Y:187768.34 Y:187491.63 -200.00-100.00 0.D0 100.00 200.00 -5.00 -5.00 50+00 0.00 0.00 5.00 5.00 - T Gra 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 50+00 Depth 10.00 R:ln Christian L. Gibson, PE NC PE #026273 X:2374343.90 35+00 Length:443.02 Azimuth:157.25 X:2374515.21 Y:186992.27 Y:186583.71 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 35+00 0.00 0.00 5.00 5.00 - 7 10.00 9Grade ' OD 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 35+00 Depth 10.00 Min X:2374731.15 40+00 Length:442.00 Azimuth:148.52 X:2374961.97 Y:187235.79 Y:186858.85 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 40+00 0.00 0.00 5.00 5.00 jGr9 OD 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 40+00 Depth 10.00 Ft:ln X:2375254.00 46+00 Length:452.07 Azimuth:148.52 X:2375490.08 Y:187530.89 Y:187145.36 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 46+00 0.00 0.00 5M 5.00 -TGr e '0D 10.00 10.00 15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 46+00 Depth 10.00 Ft:ln Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging 3. Beach data collected by TI Coastal on August 21-23, 2019 and represent conditions at that time. 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. DWG NAME: 2019 Banks Channel Plans.dwg DWG DATE: December 6, 2019 SURVEY DATE: As Shown SCALE: As Shown SHEET: 6 OF 12 2> T" 000 X r L Ra 6 tf'A• Tw �� • q % . W . - — - lb A r r - •i EATS .y _ _ \ ,, _ t: - ' � 4 t ••:* ' a h ,e �� 1 f F� ii 1 1 f ; 4 _ , .l. ,� ...r, •'� i� Y•` .�. ;:r -'--All *0•- As/S O .ram } WO r,•. ai ► }�" ; " . it i, �� �y !� f t ,✓ Ode4�- 44- rf O �.� + JAw r-.._1 j. O` . ) i' r - • uy + �. d Ja.. , y_ •ry,. •~ / t . • .. _ _ +Y • "v,,. Y O �: r �_r •r•. _ r.. O rr '1 L A Dredge/Fill Area Volume to Grade (Cubic Yards) Volume in Overdepth (Cubic Yards) Total Volume (Cubic Yards) Banks Channel 1371705 711336 2091041 Figure 8 Beach 1 176,545 1 56,240 1 232,785 Figure "8" Beach Baseline Coordinates NAD83 NC State Plane - Feet Point Station Easting Northing BL1 0+00 2,373,724.00 183,249.28 BL2 100+00 2,379,502.29 191,410.85 TI ,U, oastal TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 X X Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale 0' 100, 200' 400' iiiii Scale: 1" = 200' 2j r X -,w 2� dc" 000 1e 31. RrPposed Pip z ;. � _�_.. �� .+ � . _� ��: '�E• _ •ice O Ln Zn. O� .� O 11711 F 'P5 l • L -. X X 0 0 Banks Channel Dredging Project New Hanover County, NC Figure 8 Beach Nourishment Area Figure 8 Beach -Control Layout w O J co = 00 U N H Q w N X o00 00 0 moo• -- Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on August 21-23, 2019 and represent conditions at that time. 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. DWG NAME: 2019 Banks Channel Plans.dwg Christian L. Gibson, PE DWG DATE: December 6, 2019 SURVEY DATE: As Shown NC PE #026273 SCALE: 1" = 200' SHEET: 7 OF 12 Y W _ .:� ~ •� � y �� .. 3 mil `., r 000 000 I o0 X TI X oastal TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 �t • PMposed Pipe` , 46 i 2 - •la - Ln } + Wick/ x __ .. wns. LU Z co Ln LU Q LU U �__ �IN X 000 Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale 01 100, 200' 400' iiiii Scale: 1" = 200' X 'r X ro / of Constn X lj 000 X 00 �. OF BERM c 'r Q O V1 V1 N L _ U 4J m X Banks Channel Dredging Project New Hanover County, NC Figure 8 Beach Nourishment Area Figure 8 Beach -Control Layout 4 X Dune Work to be `Assessed at time yV � of Construction U1 Q O Lo (N U\\ —EDGE OF BERM t - v Ln m I N X hi Natural Taper ,,-'—to Existing Grade Dredge/Fill Area Volume to Grade (Cubic Yards) Volume in Overdepth (Cubic Yards) Total Volume (Cubic Yards) Banks Channel 1371705 711336 2091041 Figure 8 Beach 1761545 561240 2321785 I0 000 Christian L. Gibson, PE NC PE #026273 Figure "8" Beach Baseline Coordinates NAD83 NC State Plane - Feet Point Station Easting Northing BL1 0+00 2,373,724.00 183,249.28 BL2 1 100+00 2,379,502.29 191,410.85 Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging 3. Beach data collected by TI Coastal on August 21-23, 2019 and represent conditions at that time. 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. DWG NAME: 2019 Banks Channel Plans.dwg DWG DATE: December 6, 2019 SURVEY DATE: As Shown SCALE: 1" = 200' SHEET: 8 OF 12 l� rL G d r s-i cP^•C6 o QO 00 • r r3" Ask J� Jtx� - �= • . fir' , " �ti, •-'ate- - . ti +11,7+ ,4 +12.50 BASELINE +9,2 BL1 +15,3 +7.6 +5,5 ,8 +4, +2,2 +1,3 NOW., +0,2 0,4 1.4 3,0 4.3 5.2 5.6 4.9 4,3 4 7,3 ,3 8.8 9,0 9,4 9.4 Op 9.7 �p 9.7 9,8 9,9 10.1 10,3 10.3 10,6 10.8 11.2 11.6 11,9 12.4 12.7 13.1 13,6 14.1 14,5 15,0 15.5 16.0 16,5 163 17.4 17.8 18.3 18.8 19.3 19.9,6 20,0 20.3 20,8 21,2 21.5 21.8 22.1 22,4 22,7 23.0 23,2 23.5 23,7 23.9 24.1 24,4 24,6 24.8 25,0 25,2 25,4 25.6 25.8 26.0 1J 26.1 26.3 26,5 26,7 26,7 26.8 27.1 27.3 27,3 27,5 27,6 27,8 28.1 28,1 28.3 28,4 28.6 28.7 28,9 29.1 29,3 29.2 29.5 29,6297 29,9 .�000 0,0 T I ,U, oastal TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 ''4 oat, 9 r► 9,6 16. Q -3 p2,100, `. V _,� tiVOW 41 New L• +5,0 +5,4 +5,5 - +3'2 + +1,9 2,0 +0,9 0,0 1.6 s =G 0.9 e. - L• 313 rr 2.0 4.0 3.1 5,1 3,4 4.3 4,8 5.0 6,1 6.7 7.5 8,1 8.3 8,8 8,6 9.4 8,8 9.9 9.0 10.2 9.1 10,2 9.2 10,1 9,1 10,3 9.4 10.3 9.5 10.3 9.8 10.4 9,9 10,6 10,3 10,8 10.9 11.1 11.0 HA 11,6 11,9 12.1 12.4 12.8 12.9 13.4 13,4 14.1 N.0 14,6 14,5 15 15,0 15.7,7 15.6 16.4 16,2 17.1 16.9 17,7 17.4 18.4 18.0 19,0 18,5 19.5 19,2 20.2 20.0 20.7 20.4 21.2 20.9 21.7 21,4 22,2 21.8 22.5 22.1 22,9 22.4 23.2 22.8 23.6 23,0 23,9 23,4 241 23,8 24.3 23.9 24,6 24,1 24.9 24.3 25.3 24,6 5,2 24,7 25,6 24,9 25,7 25,1 25,8 25,3 26.0 25,5 26,1 25,6 26,3 25,8 26,4 26.0 26,6 26,2 26,7 26.3 26.8 26,5 26,9 26.6 27.0 26.8 27.1 26,9 27.3 27,0 27,5 27.3 27.6 27.2 27,6 27,3 27,9 27.5 28.0 27,7 28,0 27.7 28,1 27.8 28.1 28.5 28,2 28.2 28,3 28,6 28,4 28,4 28.5 28.7 28.6 28.7 28,9 28.8 28.8 28,9 28.8 29,2 29,0 29,1 29,0 29,6 29,3 29,4 29,5 29,5 29,4 29,5 29.6 29,7 29.6 29,9 29,9 30.0 29.8 30.1 �'j 29,8 30.2 0 30.4 00 30.10 yI IOOp � 30,1 c� 00 Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale 01 100, 200' 400' iiiii Scale: 1" = 200' 1,4 81 9 9 j 00� 8 S , 02 x01 'L� +0, 7 pp0 x06 41 0 ? 9,1 �� 91 �9 e,6 16 02 +3,0 �� 0,0 1,3 S 5I0 49 0,7 +3,2 x0,1 40 1 9 9 11 4, 39 2,1 +0.2 +0.6 +1,5 +1,6 +1,5 +1,P0 +2,7 +0,6 +0,1 08 �0S 9 6 9"? 6,0 S 0,9 0,5 0.1 +0,1 0.3 0.3 0 +0,1 011 0.1 x �, 1 9 9,S 1g ' 4.5 0,6 2.3 xp3 3 8 9 ' 9,8 Q2 664 5 7 4,1 4.2 4 4,8 6.7 6,0 6,6 8,6 00 1 O,g 16,9'S 9 9 8 �9 7,1 6 4 5,4 5• 6.4 6,3 7,4 8.2 9.9 4,5 0,9 0,6 x t 1 8 9 8.3 6.5 6, 7.0 7,2 7,8 8,5 9,0 7,4 6 16 0 �• g 0,8 94 9,4 7,7 8,0 8• 8,1 8.5 8,4 9.0 9,3 8,6 9 1 88 1A0 x xl S 8,7 9,5 9,9 9,5 4 S' 0� 9 01 1 10,1 9,4 9, 9,6 9,6 10,2 10,5 1p'2 1 S S 10 +1,4 +1,6 ,- �60 0p 9,9 !i� 109 10,9 10.9 lOJ 10,8 10,9 10 9 ' 0 +1,6 Lg 9.7 10,4 11,0 12'T� 11J 11,4 1L2 10,8 10 4 110�' 0 6 S 1,5 8 +0,2 kt . • x S 0 ' 1 1 3,4 '1 0,1 0,1 +2,4 6 08 �6 , 11,5 11.6 12,0 10,6 6 0 3 1,6 2.0 +0,6 [ •; `.i •0 S•9 7,5 9,1 7,6 9,2 9,6 9,6 1�c' I_/0 ��,' S,2 A 3,5 3.4 29 0,5 11 4 2.2 3J . _ 5,8 3.3 4.8 6,5 7.2 7,0 6,5 4.7 1 0 j 8 , 71 5.3 4.1 5,1 2,1 0,6 1.2 2,3 3,2 3.1 2.9 1,1 4,7 6,1 9 Ip�S 9 8 6.5 5.4 5.5 4,2 0,5 +0,7 +0,2 +0.1 +0,3 +0,2 ' +0,5 +0,6 0,9 2" 1 9 10�8 �S 9 6,1 5,4 ► `�' +.. +2,4 xl, SS 91 100 ,0 6,6 6.1 6, `M �• �- ,� :. ,: �� J ,,1 �.+ 3�. X01S 9) 9, �0 7,0 7,0 6,9 7.4 ., ' ��. r f . x��8 189 6) y989,s97 7,5 7,9 8,4 8.3 .: ' x Q1 SS 9,S 8,4 8,9 ' 3 9 7 9 r •3� J •_� _t � ` 18 � 8 6) 9,2 9,,2 8,4 9.1,1 9,0 8,7 .-,5 8,5 ,4� 9 3 V 98 ,2 8, 7 1 4,3 5,9 6,7 6,8 7,6 6.2 + +► x2,6 3,6 4.2 5,3 3,8 4,0 _ • `a O,S 1.4 2,1 3,1 1,8 2,1 + a ; 1 1,lA . _ rt • ]1j .� . -- +2,0 +0.9 0,2 +0,4 VA ww All CD +O � t" �1 ). ! o �i i _ ` y{NIP. - � `vw t 14; O .�4r I _ i T i +12,6 +14 8 "'+ + �� +10,2 -+ +8.1 oodkior +7,8 +5.5 +4.4 +2,3 +0,4 0.9 1.0 + Et, 1.3 2,3 1 f 2.4 2.6 { t 3,8 5,6 7,1 7.6 7,9 7.8 7.9 8,1 8.3 8.6 8.7 8.9 9.4 9,6 9,9 10,4 10,8 11.4 12,0 12.6 13.2 13,8 14.5 15.0 15,6 16.3 17.0 17.9 18.3 19.0 19,8 20.6 21.3 22.0 22.6 23.1 23.5 24,0 24,5 25,0 25,3 25.4 25,8 25,9 26,1 26.2 26.4 26,6 26.7 26,8 27.0 27,1 27,2 27.2 27.4 27.5 27.6 27,8 28,1 27.9 27,7 27,9 28,2 28.4 28,5 28,6 28,7 28.8 28.8 28,8 28.7 29.5 29,9 30.0 30,4 30.4 30.4 30,5 30.7 30.8 30.9 31.0 31.1 31,2 31.3 31,4 31,7 31.6 31,7 w + ti_ 0 11, • .. ,, +12.7 +12.3 +12,3 ,' 1 + �, +11$ 0 +13.0 +15.1 04 Lq u, + 0 +12.3 +1L4 +7,9 +16.2 i +5,5 +33 +5,2 +1 +5.3 +2,1 +2,5 +0,1 +0,9 +2,8 f 1 _ 0.7 016 +1,6 _ 1,0 0,7 _ 0.8 - 1,9 -� + 2.8 1,3 0.9 2.6 2,2 - - 2.1 2,7 3.03.2 3,1 3.8 1*3,2 5,6 3.3 2.4 7,4 4.4 3,1 3.1 ,4.3 _ 7.8 7,5 7,9 8.0 5. 8,2 8.5 7,3 8,5 8.7 8.9 'G 8,6 8 9.6 9,6 8,7 g 9 9,6 1.6 cP0 8,7 O n 8.9 9..1 S- 9,4 9.1 9.5 9.4 9.4 9,4 9,7 9.6 9.3 NJ 10.0 9,4 10.5 10.0 9.5 10,8 10,6 9,7 11,4 11,0 10,0 12,0 11.5 10,3 12,6 12.1 10,8 13,1 12.7 11,3 13,8 13,1 11,8 14.3 13.7 123 14.9 14,5 12.8 Opp 15,7 15.0 13.5 16,4 15,8 14.4 F`L� 17,2 16.6 15.3 18.0 17,3 16,1 18,6 18.0 17,2 19,3 18,7 1811 19,9 w 19.4 18,9 2. 20.0 21.2 � °o 20,7 21,2 21.7 00 21.3 22,1 22.2 U V) 21.8 22,6 22,3 23,2 23 0 w Q w 22.8 23.7 23,4 23,1 241 23,8 N 23.4 24,3 24.1 23,8 24,7 24,4 24,1 25,0 24 24,3 25,2 24.9,9 24,6 25,5 25,2 24.8 25,7 25,4 25.0 25,9 25.7 25,1 26,0 25,9 25,3 26,3 26,1 25.6 26.4 26,4 25,8 26,7 26.5 25.9 26.9 26.7 26.1 27,0 27.0 26.3 27.3 27,1 26,4 27.6 27.1 26,6 27,7 27,3 26,7 27.9 27,7 26.9 28.1 27.8 27,1 28,2 27,7 27.2 28.3 27.9 27.3 28,3 28,1 27.5 28.1 28.4 27.6 28,3 28,4 27.7 28.4 28.5 27.9 28,6 28,7 28.0 28.6 28,8 28.1 28,8 29 28.2 28,9 2.1 28.2 29,2 29,3 28.5 29,4 29.4 28.6 29.5 29,5 28.8 29.7 29,7 28,9 29.8 29.9 29.0 30,2 30.1 29.3 30.1 30.2 29,5 30,3 ppp 30.7 29.5 30 30,7 29.7 30,7 30,6 30.1 31,2 30,8 30.2 31,2 31,0 , 30,3 31.4 31,2 30,5 31.7 p 31.4 30,6 31,6 00 31.7 30,8 31,7 31.7 30.9 31.9 32.0 31.1 32.1 32,1 32,3 31.4 �j� 32.4 32.3 O SO 32 0 31,3 31,5 0 o p O' 32.5 00 31,9 00 33.0 F,`L�� 33,0 Notes: Banks Channel Dred gingProject 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on August 21-23, 2019 and represent conditions at that time. New Hanover County, NC 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. Figure 8 Beach Nourishment Area 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. DWG NAME: 2019 Banks Channel Plans.dwg Figure 8 Beach - Bathymetry and Contours Christian L. 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P.O. Box 11056 Wilmington, NC 28404 910.512.3096 2.54' Mean Low Water Beaufort Datum Graphic Scale 0' 100, 200' 400' iiiii Scale: 1" = 200' New Hanover County, NC Figure 8 Beach Nourishment Area Figure 8 Beach - Control Layout FA r P'� +8.9 a,.,,w- +12.7 +7,1 +5,2 +5,2 +5,2 �0 op 0 9.2 9.6 9.7 9.9 10.2 10.4 11.0 11.6 12.2 12.8 13.3 14.0 14.7 15.3 16.3 16.8 17.7 18.4 19.3 20,1 20.8 21.6 22.3 22.9 23.5 24.0 24.5 25.0 25.4 25.8 26.1 26.5 26.8 27.1 27.4 27.6 27.8 28.0 28.3 28.5 28.6 28.9 29.1 29.2 29.5 29.8 29.8 29.9 30.0 30.2 30.5 30.5 30.9 30.9 31.1 31.2 31.4 31.6 31.7 31.8 31.8 32.0 32.1 32.3 32.3 32.4 32.5 32.6 32.8 32.8 32.9 33.0 X 9.2 9.4 9.5 9.7 9.9 10.2 10.4 10.6 11.1 11.7 12.2 12.6 13.2 13.7 14.2 14.9 15.6 16.5 17.1 17.9 18.7 19.3 20.1 20,7 21.5 22.0 22.6 23.0 23.5 23.9 24.2 24.6 24.8 25.2 25.4 25.6 25.9 26.1 26.4 26.9 27,1 27.3 27.6 27.8 281 28.3 28.7 28.8 28.9 29.3 29.4 29.5 29.7 30.0 30.1 30.2 30.3 30.5 30.6 30.8 30.9 31.0 31.2 31.3 31.6 31.7 31.9 32.0 32.1 000 _ ,59�0 �1� Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on August 21-23, 2019 and represent conditions at that time. 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. DWG NAME: 2019 Banks Channel Plans.dwg Christian L. Gibson, PE DWG DATE: December 6, 2019 SURVEY DATE: As Shown NC PE #026273 SCALE: 1" = 200' SHEET: 10 OF 12 TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 X: 2373724.00 0+00 Length: 3500.00 Azimuth:125.30 X: 2376580.55 Y:183249.28 Y:181226.88 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 0+00 /Beach 10.00\1/ 10.00 nourishment to be completed under separate project from Mason Inlet. 5.00 Station 0+00 to -62+00 5.00 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 August 2019 Template DBL 100.00 Ft:ln 0+00 Depth 10.00 Ft:ln X: 2374879.66 20+00 Length: 3500,00 Azimuth:125,30 X: 2377736.21 Y:184881.60 Y:182859.19 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 20+00 10.00 10.00 Beach nourishment to be completed under separate project from Mason Inlet. 5.00 Station 0+00+ 5.00 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 August 2019 Template DBL 100.00 Ft:ln 20+00 Depth 10.00 Ft:ln X: 2376035.32 40+00 Length: 3500,00 Azimuth:125,30 X: 2378891.87 Y:186513.91 Y:184491.51 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 40+00 10.00 10.00 Beach nourishment to be completed under separate project from Mason Inlet. 5.00 Station 0+00 to -62+00 5.00 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 August 2019 Template DBL 100.00 Ft:ln 40+00 Depth 10.00 Ft:ln Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale X: 2374301.83 10+00 Length: 3500.00 Azimuth:125.30 X: 2377158.38 Y:184065.44 Y:182043.03 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 10+00 10'00 10'00 Beach nourishment to be completed under separate project from Mason Inlet. 5.00 Station 0+00 to -62+00 5.00 0.00 0.00 -5.00 5.00 -10.00 -10.00 -15.00 -15.00 August 2019 Template DBL 100.00 Ft:ln 10+00 Depth 10.00 Ft:ln X: 2375457.49 30+00 Length: 3500.00 Azimuth:125.30 X: 2378314.04 Y:185697.75 Y:183675.35 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 30+00 10.00 A 10.00 Beach nourishment to be completed under separate project from Mason Inlet. 5.00 Station -62+00 5.00 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 August 2019 Template DBL 100.00 Ft:ln 30+00 Depth 10.00 Ft:ln X: 2376613.15 50+00 Length: 3500.00 Azimuth:125.30 X: 2379469.70 Y:187330.07 Y:185307.66 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 50+00 10.00 10.00 Beach nourishment to be completed under separate project from Mason Inlet. 5.00 -62+00 5.00 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 August 2019 Template DBL 100.00 Ft:ln 50+00 Depth 10.00 Ft:ln Banks Channel Dredging Project New Hanover County, NC Figure 8 Beach Nourishment Area Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on August 21-23, 2019 and represent conditions at that time. 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. Horiz.Scale: 1" = 100' 0' 50, 100' 200' iiiii 0' 5' 10, 20' Vert.Scale: 1" = 10- Beach Cross Section - Stations 0+00 to 50+00 DWG NAME: 2019 Banks Channel Plans.dwg Christian L. Gibson, PE DWG DATE: December 6, 2019 SURVEY DATE: As Shown NC PE #026273 SCALE: As Shown SHEET: 11 OF 12 TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 X: 2377190.98 60+00 Length: 3500.00 Azimuth:125.30 X: 2380047.53 Y:188146.23 Y:186123.82 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Dune Repair 15.00 to be determined 15.00 at time of construction 60+00 10.00 10.00 I 89.9 I 5.00 5.00 ?5.•/S/ope 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 August 2019 Template DBL 100.00 Ft:ln 60+00 Depth 10.00 Ft:ln X: 2378346.64 80+00 Length: 3500,00 Azimuth:125,30 X: 2381203.19 Y:189778.54 Y:187756.14 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Dune Repair 15.00 to be determined 15.00 V V at time of construction 80+00 10.00 10.00 I 73.9' 5.00 r 1 5.00 2S,'yS/ope 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -15.00 August 2019 Template DBL 100.00 Ft:ln 80+00 Depth 10.00 Ft:ln X: 2379502.29 100+00 Length: 3500,01 Azimuth:125,30 X: 2382358.85 Y:191410.86 Y:189388.46 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 Dune Repair 15.00 to be determined 15.00 at time of construction 1 00+00 Z 10.00 10.00 I 72.1' 5.00 r 1 5.00 25 �5/ope 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 1 -15.00 August 2019 Template DBL 100.00 Ft:ln 100+00 Depth 10.00 Ft:ln Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale X: 2377768.81 70+00 Length: 3500.00 Azimuth:125.30 X: 2380625.36 Y:188962.38 Y:186939.98 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 1 1 -\20.00 Dune Repair 15.00 to be determined 15.00 at time of construction 70+00 10.00 10.00 I 88.0' I 5.00 5.00 25•yS/ope 0.00 0.00 -5.00 5.00 -10.00 -10.00 -15.00 15.00 August 2019 Template DBL 100.00 Ft:ln 70+00 Depth 10.00 Ft:ln X: 2378924.46 90+00 Length: 3500.01 Azimuth:125.30 X: 2381781.02 Y:190594.70 Y:188572.30 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Dune Repair 15.00 to be determined 15.00 at time of construction 90+00 10.00 10.00 I 94.5' I 5.00 r 5.00 2S,1 Slope 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -15.00 August 2019 Template DBL 100.00 Ft:ln 90+00 Depth 10.00 Ft:ln Banks Channel Dredging Project New Hanover County, NC Figure 8 Beach Nourishment Area Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on August 21-23, 2019 and represent conditions at that time. 4. Banks Channel data collected by TI Coastal on August 6-7, 2019 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants on June 17, 2019. Horiz.Scale: 1" = 100' 0' 50, 100' 200' iiiii 0' 5' 10, 20' Vert.Scale: 1" = 10- Beach Cross Section - Stations 60+00 to 100+00 DWG NAME: 2019 Banks Channel Plans.dwg Christian L. Gibson, PE DWG DATE: December 6, 2019 SURVEY DATE: As Shown NC PE #026273 SCALE: As Shown SHEET: 12 OF 12