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HomeMy WebLinkAboutHydrographic survey, TI Coastal,.Q �g No BOAT YARD f i R. •'h - .� C C5 7. j 0+00 i 0+25 0+50 PUBLIC RAM ' 0+1+00 �� n 1+25 • T _ , I I 1+50 1+75 2+00 ' 2+25 2+50 . 2+75 3+00 3+25 3+50 3+75 4+00 SURVEY AREA 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 AIWW SECTION 3 TANGENT 7 j 8+50 I 8+7575 9+00 9+25 9+75 O - .A 4� d �y � MARSH CREEK LEWIS ROAD 1 Horizontal Datum: State Plane -Zone 3200, NAD83 2011 ,Survey Feet 2. Vertical Datum: MLW,W'Survey Feet _ TI oastsI Vertical Datum Conversion NAvoss TOPSAIL TOWNSHIP-HAMPSTEAD NEW HANOVER COUNTY, NORTH CAROLINA Graphic Scale o• so• too• zoo• 3. Data collected by TI Coastal on May 27, 2021 and represent conditions at that time. as by Terra tenths. 4.Soundings areammeric indepthsflow I.Aerial 1,202rammetric imagery flow by Terra Lina Mapping Consultants, Inc. on May 1, 2021. BATHYMETRIC SURVEY 0000001111 Scale: 1" = 200' 12 6. MLW conversion cnoaa.gthrough the 6, 20 VDatumfusing NC (https://vdatum.noaa.gov/) on May 26, 2021 using NC state plane coordinates TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 MLW MLW From NOAA VUatum N: 242123 and E: 2420716. SURVEY LAYOUT & LOCATION DWG NAME: Marsh Creek Survey.dwg DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 910.821.1358 SCALE: 1" = 200' SHEET: 1 OF 5 + +1, 5 +1,2 +1,1 + +0.1 ' ' +0,8 +0,3 1.8 0 1.9 ` 0 • e: � y J 2 2.7 3.1 3.4 ., 3,5 2,7 3,1 3,4 3,6 9 2,7 1 3,3 3.5 2,5 3.3 3.1 2,6 2,5 2, 3.3 2 2,9 2'3 2,4 2,8 3,3 2,7 2'2 2,2 2.6 3,3 2.9 2'0 2.1 2,6 3.3 3,3 3.1 2,2 2,6 3.3 3,1 2,3 2,6 3,2 2 2.3 2.7 3.4 2,3 2.2 2,3 2,8 3.4 3,7 3,2 3,0 2.3 2,4 2.8 3,8 2,9 2;5 ,1 2,8 2.7 2,8 3,9 4.9 1,9_ 2.0 2.7 3.6 4.8- 4J 4 4.5 6,0 6.4 2.6 2,9 4.4 4.1 4,9 5,5 6,2 7 2.5 2,8 3.4 t 4.5 4' 5.6 6.3 7.7 24 7'.8 8 < 4.5 5.5 6.5 7.7 5,6 6,6 7.6 2,9,0 6.6 7 ... -- 6.5 �,1 l 6.4 7,4 6,4 7.7 7 \ 8, 7',1 / 3 7.3 7.4 Jr / 5.5 22 4� b. 1 3,9 6,5� 3.4 6,4 3.2 6,6 3,1 6.4 11 3,1 6,1 3,2 5.9 U16 3.3 5.7 3.3 5.5 3.5 ,5 3.7 5.9 6.3 U0 OA 0 3.4 Oaf 3,6 3 8 4,1 4.0 S 5,1 4,0 4.0 4,5 v� 5.4 5.1 Ln 4.8 4,5 4,2 3,4 2,9 3,1 4,31 4.4 1 5,7 3 9— 3.6 443 '2 5,4 5,1 4,7 4,6 4.1 3.5 2,9 T, 3,0 3'8 4,5 4.4 5,7 3.6 �4.1 4.4 5,5 5, 4,6 4,5 4,0 3,3 g 0 3,7 4,4 4,4 4, 5,6 3.7 �#,5 4.5 5,3 5,2 4,8 4,4 a.7 2,8 3,6 � 4,2 4,4 4, 5J S 3,7 4,6 5.4 5.2 4.7 4,5 9 2.8 3,8 4.2 4.4 4, 5,8 3.8 4.7 4,8 5.5 5, 4.6 4.1 3,8 3, 2,6 3.7 4,2 4,4 4, 5,7 4.0 4,5 5' S,4 0 4,7 1 4.3 3,9 3.3 2.7 1 3.7 4.2 4.5 4, 5.9 4,0 4.6 5.3 ,9 4.7 4 4,4 3,7 3,2 2,7 0 3,5 4,1 4,4 4, 5,8 4.0 4,5 5.3 4.8 4.6 4, 3.6 3.1 2.6 4.0 4.3 4,9 5.6 4,2 4,6 5,7 5 4,8 4,7 4, 3,8 3,3 2,7 3, 3,6 4,1 4,4 4, 5,6 4,5 5.7 6 4,8 4,7 4.1 5 3.6 3.2 2.9 3'4 4.0 4.4 4,8 5.7 4,8 5 5,5 4'7 4,7 4.5 a 3.6 3.2 2.8 3.6 4.0 4.4 4.8 5.7 4, 5,6 4,8 4,7 4,6 4, 3,7 3.3 ,9 3'6 4.1 4.3 4.8 5.6 4, 5,9 5,2 4,8 4,8 4,6 6,0 5,3 0 4,9 4,5 4' 3,6 3,2 9 3.5 '0 4,3 4.7 5,6 5 5,9 5.1 5,2 f.6 3.6 3.4 3,5 3,5 4' 4,3 4.7 5,5 5.3 to 4.8 4.5 3.5 3.1 3.4 4.3 4.6 5.3 5,7 5,8 5,8 5,2 4,8 4,5 3.5 3.2 3,5 4.3 4.7 5.5 6,0 5.4 4.8 4.5 3.5 3,5 34 k 4.3 4.6 5,5 6.6 6.6 5.3 ,9 4.5 4,2 4,7 5.5 6,9 6.4 5,4 4,5 3'9 3.2 3.4 3, 7.9 6,1 5.4 5, 4.5 9 3.3 3,0 3.5 4.2 4,6 5.4 , .6 3,4 3.4 � 3.3 3 4.2 4,5 5.3 7,6 7 6� 5.5 4.3 3.6 3.6 3.4 3.1 3,3 3.8 4.2 4.6 5.3 8,2 7,9 7.8 6'J \ 5,7 O�f!4 3,9 3,8 3,6 3.2 3.4 3,3 3,7 4,2 4,7 5.3 8.1 ,8 5,7 4.6 �4,0 3.8 3.9 3.5 3.2 3,2 3.7 4.2 4.7 5.3 8.1 8.1 8.0 0 6.0. 0 ,7 4.4--�---4z 4,0 3.2 3,3 3.7 4.2 4.8 5.3 b,2 8,4 8,3 7 0 Egg ,0 4,5 4,6 4,4 4, 3,6 3,6 3,6 4,1 5,5 8.4 8.8 7, 2 5, 3,7 8.6 8'4 7.7 $6.2 5.8 '0 4.7 4.9 4.8 4.2 4.0 4.2 5.8 ' 8.6 8.6 1 •6,6 6,2 4.7 4.6 4,0d 4.4 4, 5.8 0 5.7 5.6 5.3 5, 4.7 4.8 5, 5.7 8,7 9.5 8, 6,6 9, 6,2 5,8 5,7 5,7 5,5 5.9 4 5,4� 8,9 9.6 8.3 7,8 ,0 6.5 5,8 5.6 5,9 5.7 5.4 9,6 9,2 8,3 7, 6,8 6.7 6,3 6,3 6,4 6.0 6.2 -�15.9 9.5 9,8 9' 8.5 8, 7.6 0 6.7 6.4 6,5 6.2 6,3 6,5 6,5 6,4 9,6 9.9 9 8.5 8.2 7.4 9.8 ,9 83 7 ,8 6.5 6.7 6.4 6.3 6'3 6.1 6.3 6.5 6.7 8.6 8.3 1 7, 7,6 7,5 7.5 1 6, 6.8 6.8 6.7 6.8 S93 9.8 9,5 8,2 7,6 7,5 7.6 7.7 7.5 7.3 7,3 7.2 6-.8 6.8 7.0 ,8 8.1 ,7 t4 7,2 7 7 6 ,6 7.4 6,3 / 7.3 6.1 7.3 6.1 7.3 6.1 7.2 6.0 7.1 6,0 70 5.9 � 8 5.8 6.8 5.7 6.7 5.5 6;1 5,4 5, 5.6 7.5 6,1 5.4 43, 4.3, 4.2 � J 4.0 } 3 ,7 ,6 ,4 3, 3 3, 5 6,3 6.0 —51 6.3 6,0 6,1 5,6 6.1 6.2 6.5 6.7 5 5.5 5,2 5,4— 5,7 —5.9 6.1 6.4 3, 5,4 5,5 13,7_ 6.1 3,8 3,2 3,2 3.4 4,1 � 4,4 4,8 4,4 4' 0 5,3 5.9 3.4 3,2 3,2 3.4 3.5 8 � 4,1 �,6 4.3 4.4 4,7 4.6 4.5 4.5 5,2 5.2 5. s 3.3 3.4 3, 3,5 3,7 4,1 4,8 5,6 3.2 3.1 3.0 3,0 3.4 3.5 3,6 3.8 3.7 4.0 4.4 5, 5.6 3$ 2.7 2, 3.2 0 3.4 3.3 3,7 3,2 3.6 3.4 3 4,1 3,�4,0 4, 4.6 5.4 5.4 �.5 2,5 2.7 1 3.2 3,4 3.4 3.7 4, 4,5 5.3 2.1 2,2 2.1 2.4 2.2 2.4 3.1 3,2 3,2 3.4 3.6 1 3,6 4,5 4,3 5.3 5.3 2.0 2.0 2.0 1 1,8 1, 2.2 2,5 ,1 3,4 3,1 3,4 3,4 3,5 4, 3.5 4,4 5,4 2 9 0 1.9 2,0 2.5 3,3 3,4 ,1 3.5 ,0 4,2 4,2 ,1 1.9 2.4 �'3 3,4 3.5 3, 4,1 ,1 3.6 4,1 4, 4, U0 7.1 70 o 14.1 6, 9,(� 13PN 6, 8,7 13,7 6, 8,4 13,8 6,13,8 6,6 ,1 13,9 6,5 ,1 14.1 5,9 14.7 6,3 15. 6,3 15, 6,3 8, 15 4 6,3 8.9 15 6.3 9, 15 6.4 9, 15 6.2 9, 15 6'2 9, 15 6.2 9, 15 6' 100 15 6, 10, 15 6,3 10 3 15 ,1 103 1� 9' 1 ,0 1 5, 10, 1 6 10 1 60 04 1 t6 ,9 1 ,5 1 ,1 7,1 7,. '/ 12.1 11S 11.5 i1,7 11.6 11.3 1,0 1.2 1.2 1 ,9 1 ,9 ,7 8 ,0 ,1 ,3 ,5 ,2 ,5 4 ,4 ,4 ,5 ,6 ,5 ,6 4 ,5 ,8 ,6 ,6 ,6 ,4 ,3 ,2 ,7 9. 1 ,8 9, 1 4 10 0 15 4 0 1 ,5 5 1 3 0, S' 16.4 ms-16.0 17,6 17. 1 17.6 18.0 1 17.6 18,0 17.1 3 17.1 17.3 17,0 2 17,3 1�,8 16.5 17.3 16.2 ,1 0 �O� ^/ 17.2 17.6 16.4 17.2 17 2 16.5 1 $1 17,2 17,1 16,6 3 17.3 17.3 16.6 4 17.4 17.6 16.7 5 17,7 17,1 16.8 5 17.8 18,1 16,9 3 17.8 18,0 18.4 18,5 17,1 1 ,3 18.0 18'2 17.2 17.0 17.5 17.8 17.0 ` 17.0 17.0 17.1 J' 17.3 16.9 17 0 17.6 17.4 , 17.0 17.6 17.6 16.7 17.8 17.8 16.4 17.9 17.9 16 17.9 17.8 . 16.5 17.9 17.8 .5 16 17.8 17.4 16.7 18.2 17.4 16.8 18,2 17,6 17.2 17.6 18,0 17.3 17,4 18.0 17.4 17.8 17.9 18.0 17.8 17,1 16.2 18.1 17.2 17, 16.5 16.4 18.2 17.1 16.6 16.3 18,0 17.5 16.6 16.2 17,4 17,4 16.7 15.8 17.9 17,7 16.8 15.7 18.1 17,8 16.9 15.6 18.0 17.9 17.0 15.6 17.8 18,0 17.1 15.6 17.8 17.9 17.2 15,7 18.0 18.0 17.3 15,8 18.0 18.1 17.6 15,8 18.0 18,2 17.8 1 ,1 18.1 17.9 18,4 18.4 17.9 1 3 1 5 pp 17.9 18.4 18,0 1 6 'P!�" 18.0 17,9 18.0 18,1 17.8 1 5 17,4 ,1 17,1, 1 5 18.1 � ��0 • t1.A pp� 00, xl � MARSH CREEK LEWIS ROAD o es: 1 Horizontal Datum: State Plane -Zone 3200, NAD83 2011 ,Survey Feet 2. Vertical Datum: MLW'W, Survey Feet _ TI oasts I Vertical Datum TOPSAIL TOWNSHIP - HAMPSTEAD Conversion NEW HANOVER COUNTY, NORTH CAROLINA Graphic Scale 0• 15, 30• 60• 3. Data collected by TI Coastal on May 27, 2021 and represent conditions at that time. 4 Soundings are expressed in depths as feet and tenths. 5. Aerial photogrammetric imagery flow by TerraLina Mapping Consultants, Inc. on May 1, 2021. TNAVD88 BATHYMETRIC SURVEY Scale: 1" = 60' 6. MLW convedatu acquired through the 6,20OAA VDatumfusing NC (https://vdatu m.noaa.gov/) on May 26, 2021 using NC state plane coordinates TI Coastal Services, InC. 387-B N. Green Meadows Drive Wilmington, INC 28405 xLw N: 242123 and E: 2420716. mew From xoaa voatum BATHYMETRY &CONTOURS DWG NAME: Marsh Creek Sumey.dwg DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 910.821.1358 SCALE: 1" = GB' SHOWN SHEET: 2 OF 5 X:2420971.9 1+00 Length:350.0 Azimuth:229.5 X:2420705.6 Y: 242209.8 Y: 241982.7 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 1+00 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 1+00 Depth 10.0 Ft:ln X:2421069.2 2+50 Length:350.0 Azimuth:229.5 X:2420802.9 Y: 242095.7 Y: 241868.6 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 + 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 2+50 Depth 10.0 Ft:ln X:2421004.4 1+50 Length:350.0 Azimuth:229.5 X:2420738.0 Y: 242171.8 Y: 241944.7 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 1+50 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 1+50 Depth 10.0 Ft:ln X:2421101.7 3+00 Length:350.0 Azimuth:229.5 X:2420835.3 Y: 242057.6 Y: 241830.5 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 3+00 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 3+00 Depth 10.0 Ft:ln X:2421036.8 2+00 Length:350.0 Azimuth:229.5 X:2420770.5 Y: 242133.7 Y: 241906.6 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 9+nn 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 2+00 Depth 10.0 Ft:ln X:2421134.1 3+50 Length:350.0 Azimuth:229.5 X:2420867.8 Y: 242019.6 Y: 241792.5 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 + 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 3+50 Depth 10.0 Ft:ln � MARSH CREEK LEWIS ROAD Graphic Scale 1. Horizontal Datum: NC W'State Plane -Zone 3200, NAD83(2011(, Survey Feet 2. Vertical Datum: MLW, Survey Feet _ TI oasts I Vertical Datum Conversion NAvoss ,,2• TOPSAIL TOWNSHIP - HAMPSTEAD NEW HANOVER COUNTY, NORTH CAROLINA Horizontal Scale 01 25• 50• too• 3. Data collected by TI Coastal on May 27, 2021 and represent conditions at that time. 4 Soundings are expressed in depths as feet and tenths. 5.Aerial photogrammetric imagery flow by Terra Li na Mapping Consultants, Inc.on May 1, 2021. 6. MLW conversion acquired through the NOAA VDatum website (https:Hvdatum.noaa.gov/(on May 26, 2021 using NC state plane coordinates Scale: 1" = 100' BATHYMETRIC SURVEY TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 29405 910.821.1358 MLW MLW From NOAA VDatum Vertical Scale 01 2.5• 51 10• N: 242123 and E: 2420716. BATHYMETRY & CONTOURS DWG NAME: Marsh Creek Survey.dwg Scale: 1" = 10' DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 SCALE: 1" = AS SHOWN SHEET: 3 OF 5 X:2421166.6 4+00 Length:350.0 Azimuth:229.5 X:2420900.2 Y: 241981.5 Y: 241754.5 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 4+00 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 4+00 Depth 10.0 Ft:ln X:2421263.9 5+50 Length:350.0 Azimuth:229.5 X:2420997.5 Y: 241867.4 Y: 241640.3 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 5+50 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 1 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 5+50 Depth 10.0 Ft:ln X:2421199.0 4+50 Length:350.0 Azimuth:229.5 X:2420932.7 Y: 241943.5 Y: 241716.4 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 4+50 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 4+50 Depth 10.0 Ft:ln X:2421296.3 6+00 Length:350.0 Azimuth:229.5 X:2421030.0 Y: 241829.4 Y: 241602.3 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 6+00 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 1 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 6+00 Depth 10.0 Ft: In X:2421231.4 5+00 Length:350.0 Azimuth:229.5 X:2420965.1 Y: 241905.5 Y: 241678.4 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 5+00 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 5+00 Depth 10.0 Ft:ln X:2421328.8 6+50 Length:350.0 Azimuth:229.5 X:2421062.4 Y: 241791.3 Y: 241564.2 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 6+50 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 1 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 6+50 Depth 10.0 Ft:ln � MARSH CREEK LEWIS ROAD Graphic Scale 1. Horizontal Datum: NC W'State Plane -Zone 3200, NAD83(2011(, Survey Feet 2. Vertical Datum: MLW, Survey Feet _ TI oasts I Vertical Datum Conversion NAvoss ,,2• TOPSAIL TOWNSHIP - HAMPSTEAD NEW HANOVER COUNTY, NORTH CAROLINA Horizontal Scale 01 25• 50• too• 3. Data collected by TI Coastal on May 27, 2021 and represent conditions at that time. 4 Soundings are expressed in depths as feet and tenths. 5.Aerial photogrammetric imagery flow by Terra Li na Mapping Consultants, Inc.on May 1, 2021. 6. MLW conversion acquired through the NOAA VDatum website (https:Hvdatum.noaa.gov/(on May 26, 2021 using NC state plane coordinates Scale: 1" = 100' BATHYMETRIC SURVEY TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 29405 910.821.1358 MLW MLW From NOAA VDatum Vertical Scale 01 2.5• 51 10• N: 242123 and E: 2420716. BATHYMETRY & CONTOURS DWG NAME: Marsh Creek Survey.dwg Scale: 1" = 10' DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 SCALE: 1" = AS SHOWN SHEET: 4 OF 5 X:2421361.2 7+00 Length:350.0 Azimuth:229.5 X:2421094.9 Y: 241753.3 Y: 241526.2 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 7+00 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 7+00 Depth 10.0 Ft:ln X:2421458.5 8+50 Length:350.0 Azimuth:229.5 X:2421192.2 Y: 241639.1 Y: 241412.0 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 8+50 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 8+50 Depth 10.0 Ft:ln X:2421393.6 7+50 Length:350.0 Azimuth:229.5 X:2421127.3 Y: 241715.2 Y: 241488.1 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 7+50 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 7+50 Depth 10.0 Ft:ln X:2421491.0 9+00 Length:350.0 Azimuth:229.5 X:2421224.6 Y: 241601.1 Y: 241374.0 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 +00 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 9+00 Depth 10.0 Ft:ln X:2421426.1 8+00 Length:350.0 Azimuth:229.5 X:2421159.8 Y: 241677.2 Y: 241450.1 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 8+00 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 8+00 Depth 10.0 Ft:ln X:2421523.4 9+50 Length:350.0 Azimuth:229.5 X:2421257.1 Y: 241563.0 Y: 241335.9 0.0 100.0 200.0 300.0 400.0 -5.0 -5.0 0.0 + 0.0 5.0 5.0 10.0 10.0 15.0 15.0 20.0 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 9+50 Depth 10.0 Ft:ln � MARSH CREEK LEWIS ROAD Graphic Scale 1. Horizontal Datum: NC W'State Plane -Zone 3200, NAD83(2011(, Survey Feet 2. Vertical Datum: MLW, Survey Feet _ TI oasts I Vertical Datum Conversion NAvoss ,,2• TOPSAIL TOWNSHIP - HAMPSTEAD NEW HANOVER COUNTY, NORTH CAROLINA Horizontal Scale 01 25• 50• too• 3. Data collected by TI Coastal on May 27, 2021 and represent conditions at that time. 4 Soundings are expressed in depths as feet and tenths. 5.Aerial photogrammetric imagery flow by Terra Li na Mapping Consultants, Inc.on May 1, 2021. 6. MLW conversion acquired through the NOAA VDatum website (https:Hvdatum.noaa.gov/(on May 26, 2021 using NC state plane coordinates Scale: 1" = 100' BATHYMETRIC SURVEY TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 29405 910.821.1358 MLW MLW From NOAA VDatum Vertical Scale 01 2.5• 51 10• N: 242123 and E: 2420716. BATHYMETRY & CONTOURS DWG NAME: Marsh Creek Survey.dwg Scale: 1" = 10' DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 SCALE: 1" = AS SHOWN SHEET: 5 OF 5