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HomeMy WebLinkAbout20230236 Ver 1_Design/Maps/Site Plans_2023021711t _ it, •1��1 .I� 1J. rt. ilir� \^" • 1,.. 44 t y -, 74— IL III o f * v • Y 4• 1 i ,.�� •l,f �pv+� !�! Yk. YMH�.t T \.� it �• / ,r �^ �f yi �,_ le '.✓• - *, I 1 II r *t tsr• rr*Fn �r TAM 1 A. 11%. �IIIIIV 1 I r ..t• t' � ... T '�: y. IFjKP" �1'�. M. A•, �•� 1 �' *• f r-1 4PUBLIC RAM16 II .i �. SURVEY AREA t' � II 2 1 2 II 1 • . II 1 II 1 II i TANGENT 1 • II 1 •III ` .. •III MARSH CREEK - LEWIS ROAD 1. Horizontal Datum: NC State Plane -Zone 3200, NAD83(2011), Survey Feet 2. Vertical Datum: MLW, Survey Feet TI oasta I Vertical Datum Conversion NAVD88 TOPSAIL TOWNSHIP - HAMPSTEAD NEW HANOVER COUNTY, NORTH CAROLINA Graphic Scale u• 50• 100• 200• 3. Data collected by Tl 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 Terral-ina Mapping Consultants, Inc. on May 1, 2021. BAT HYM ET RI C SURVEY Scale: 1" = 200' '.2 6 MLW conversion acquired through the 6, 20 1 atumusing INCstate (https://vdatum.noaa.gov/) on May 26, 2021 using C state plane coordinates TI Coastal Services, Inc. 387-B N. Green Meadows Drive MLW N: 242123 and E: 2420716. DWG NAME: Marsh Creek Survey.dwg Wilmington, NC 28405 g MLW FromNOAAVOatum SURVEY LAYOUT &LOCATION DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 y 910.8.,.1358 SCALE: 1" = 200' SHEET: 7 OF 5 0 �C`> r oA ie 7,1 3.4 3.6 Q.�a 6.7 0 14.1 6` 16,9 16.0 2.7 3,1 4,0 4,0 4.5 cr) 5,4 5,1 4,8 3,8 4.1 4,� S 5.1 6,7 9,(i 13,7 1 ,9 16.2 3,5 2.7 3,1 3,5 3,9 3,6 4.2 5,4 5,1 4,7 4,5 4,2 3,4 2,9 3,1 3,8 4,3 4.4 ,1 5.7 6,7 8,7 13,7 17,4 17,2 16,5 �y 2,9 2,7 3,1 3.4 4,3 4,6 4.1 3.5 2.9 6.7 17.6 1716 3,6 2,9 3,3 3,6 4,1 5,5 5, 4,6 3,0 3.7 4,5 4,4 5,7 8,4 13,8 18.0 1617 3,5 2,8 2,5 2.9 3,3 3.6 4,5 4.4 5,3 5,2 4,8 4,5 4,0 3,3 2,8 3,0 3,6 4,4 4,4 4, 5.6 6,6 6.7 8,3 13,8 17,6 18,0 16,9 3,1 2,6 2.6 3.0 3,3 3,7 4,6 4.5 5,4 5,2 4,7 4.4 3.7 2,8 3.0 3,8 4,2 4.4 4, 5.7 8,1 13,9 17,3 17.1 15.3 2,5 2,9 4.8 4,5 3.9 2.8 3,0 4,2 4.4 4, 5,8 6,5 8,1 14,1 17,1 17.0 15,2 • 2,9 2,3 3.3 3.8 4.7 5.5 5, 4.6 \ 3,7 5.9 17.3 17.6 p 2.4 2.8 5, 4,1 3.8 3.1 2,6 3,1 4,2 4.4 4, 5,7 8,2 14,7 16,5 15,1 O i 2,9 2.2 2,2 2,6 3.3 4,0 4.5 1 5.4 0 4.7 4,3 3.1 3.7 4,2 4,5 6,3 17,4 17,8 2.7 2,0 3,3 4.0 4.6 53 9 4,7 3.9 3.3 2,7 3,6 4, 5.9 8,4 15, 17.8 16,2 15.0 �� 2.9 2.0 2.1 2.6 3.3 4,0 4,5 '4 5,3 4.9 4.7 4,4 3.7 3.2 2.7 3,0 3.6 4.1 4.4 4, 5.8 6.3 8.7 15. 17.3 16A 15�0 `L 3,0 2.0 2,2 2.6 3.3 4,2 4,6 5.6 5 4.8 4.6 4,0 3.6 3.1 2.6 3.0 3.5 4.0 4.3 4,9 5.6 6.3 8,7 154 17.2 1721 16.5 15.1 3.0 2,3 2.6 4.2 5.7 6 4,3 3.8 3.3 2.7 4, 5.6 8,9 15 5 16.6 15.3 2.0 2,3 2,7 3.4 5,7 4.8 4.7 4,1 3.6 3.2 2.9 2,9 3.4 4,0 4,4 4,8 5.7 6.3 9, 15 5 17,3 17,3 16.7 15.4 3,2 2.2 2.3 2.8 3.4 4,8 .5 5.5 4.7 4.7 4.5 3,9 3.6 3.2 2.8 3,0 3.6 4,0 4.4 4.8 5.7 6.4 9, 15 6 17.4 17.6 16.7 15.5 3,2 2.3 2,4 2.8 3,7 4, 5,6 5,2 4.8 4.7 4.6 4.1 3,7 3.3 2.9 3,2 3.6 4,1 4,3 4,8 5,6 6.2 9 1 5 17.7 17,8 16,8 15,5 3.0 3,g 4, 5,9 4,8 4,8 4,6 3,6 18,1 2,4 2,5 3.1 5.3 4.3 3,6 3.2 2.9 3,3 4.0 4.3 5.6 6.2 9, 54 17.8 1619 15.3 +3,4 +3,5 +2,4 2,9 2.5 2,8 3,9 4.3 - 6.0 0 4.9 4.5 3,9 3,5 3.5 4,0 4,3 4,7 6.2 17.8 18.4 +1 +1,3 51 3.6 3.4 2,9 47 5.5 9, 15 3 17.1 15.3 +2,3 +2,7 +1,9 +0, 2,8 2,7 3,9 4,7 4.9 5 5,9 5,3 5.2 ,n 4.8 4.5 4.0 3.5 3.1 3.0 3,4 3.5 4,1 4,3 4,6 5,3 6,5 10 0 18,0 18,5 +0,8= -� 1,5 2,0 2,7 4,8 5,7 5,8 5,2 4.8 4.5 3,5 15 3 18,2 17,2 6�+2,0 +1,5 +0,1 / 1,9 3,6 5,8 3,8 3.5 3.2 3.0 3.0 3.9 4.3 4,7 5,5 6,2 10, 15 4 18,0 17.0 2,4 3,1 4.5 6,0 6.4 6,0 6,2 5,4 4,8 4,5 3,6 2,7 3,4 4,0 4,3 4,6 5,5 6.3 10 3 15 5 17.5 17,8 17,0 +1,2 +1,1 1,6 2,3 7,1 6,6 6,2 3.5 3.4 3.0 6.6 5,3 ,9 4.5 3.5 17,0 1.5 118 2' 2,5 2.6 3.2 4.4 4;9 5,5 6.2 7,7 7.2 6.9 6.4 5,4 4,5 3,9 3,0 3,5 3,9 4,2 6.1 1 ,7 17.0 16,9 1 , ,6 +0,5 +0,7 3,2 3,4 3,2 4,7 5,4 10 3 7 +0,8 +0,3 1.0 1,9 0 2.8 3,4 4,5 5.6 6.3 7,7 7,9 7.3 6.7 5,7 5, 4,4 3,9 3.3 3,0 3.1 2,7 3,2 4.0 4.2 4,6 5.4 5,9 1 ,0 17,3 17,4 0 0, 1,2 2 2,6 2,8 5.5 6.5 7.1 3.6 3.4 3.4 3.0 5,1 3.7 4.2 4,5 5.3 5.9 10, 1 ,8 17.6 17.4 16.7 �- 1,6 2.8 4,5 5,6 6,6 7.6 8.3 7.6 7,3 6.2 5.5 4.3 3,6 3,6 3,4 3,1 3,1 3.3 3,8 4,2 4,6 5,3 6.0 10 1 ,0 17.6 16,4 1,6 2,9 0 6.6 7.6 8,2 7,9 7.8 6,5 5.7 0A4 3,9 3.8 3.6 3,2 3.4 3,3 3.7 4.2 4,7 5.3 6.0 10 4 1 ,1 17.8 17.8 16.5 ==�"iw 6,5 7.7 8.1 8.0 8,0 618 5.7 4,6 4,0 3.8 3.9 3,5 3.2 3.2 3.7 4.2 4'7 5.3 6.1 1 ,9 1 ,3 17.9 17,9 16.5 i l 6.4 8,1 8,1 8.2 7,0 6,OJG ,7 4.4 4.2 4.2 4,0 3.2 3,3 3.7 4.2 4.8 5,3 6.2 5 5 17.9 17,8 16,5 M 7,6 8.4 8.8 7,0 8 ,0 4.5 3.6 3.7 3.6 4.1 5,5 6.6 2,2 6,2 17.9 17.8 16,7 1 6,4 8,3 4,6 4,4 4.4 17.4 7,7 8.6 8,8 7,3 �, 5, ,0 4,2 3,7 4,0 4.2 5.8 6,8 12.1 6,5 17,8 16.8 .� 8.0 8,6 9,1 8,4 7.7 ��6.2 5.8 4,7 4,9 4,C) 4,7 4.2 4.0 4.4 4, 5,8 7,1 12,1 6,4 18,2 17.4 16,9 8.2 8,6 913 8,6 8,1 6.6 6.2 4,6 4.7 4,8 5, 5.7 7.1 11.; 6,4 18.2 17.6 17,2 ' 8,1 8.7 9.5 910 8.2 7,2 6,6 5.7 5.6 5.3 5, 6,2 5.5 7,3 r , 18,0 9,2 5,8 5,7 5,7 ,4 5,4 9 6,4 17,6 17,3 7.6 8,9 9,7 8.3 7.8 7.0 6.2 6.25,8 5,9 5.6 5,9 5,7 5.4 7.3 i, 6S 17.4 18,0 17,4 8.9 9.3 9,6 9,0 8,3 8.1 7.3 6,8 6.7 6.3 6,3 6.3 6.3 6,0 6,2 6,1 5,9 1 6,6 17,3 18,0 9.3 9.6 9.8 8.9 8.5 8.3 7.6 7.0 6.7 6.4 6.5 6.2 6,4 6.3 6.5 6.5 6.4 T i1,5 6,5 17.9 17,2 17,1 16.2 �La 8,5 9,8 J9.9 8.9 8.5 8.2 7.4 6.8 6.5 6.7 6.4 6,3 6.3 6.1 6.3 6,5 6.7 7. 1,7 6.5 18,1 16.5 7.1 7,4 '9 8.8 8,3 7,9 6,7 6,3 6.0 6.3 6,0 6,1 6,3 6.1 6.2 6,5 6.7 7.4 11,6 6,4 18,2 17,1 16,6 16,3 8,1 7,5 5,8 5,0 5.6 6.0 5.7 5.9 9,8 8,7 7.7 6.8 5,1 5,5 5,2 �4-."' 6,1 6,4 7,6 11,3 6,5 18,0 17,5 16.6 15.8 • 7,4 9,7 9,5 8.9 7,2 6,1 3,8 6 3,5.4 5.5 5.7 6.1 7.1 1,0 6.8 PA 17,4 16.7 15,8 �s 5,5 7,2 8,6 9,0 8,4 7,0 5,4 3,8 3,2 3,4 4,1 4,4 4,8 0 5,3 5,9 6,9 1.2 6.6 17,9 17,8 16.815,6 7.0 8.3 7,9 3,2 3.4 3.8 4,1 4.44.7 4.6 5.2 5,8 6.6 1.2 6.6 18' 17,9 16.9 15,6 4, 8,5 7,6 6,6 3.4 3,2 3,5 4,0 3,6 4.3 4.4 4.5 4,5 5,2 s, 6.4 1 ,9 18,0 6,8 8,1 8,2 6.3 7 3,2 4.0 6,6 18,0 17.0 15,6 i 3,9 6,5 7,8 7.4 3,3 3,4 3,8 3.5 3,7 4.1 4.8 5,6 6.3 1 ,9 6'A 17.8 17,9 17.1 15,7 A - , 3,4 6,4 7,8 7,9 7,3 6.1 4.3 3.2 3.0 3.0 3.4 3.5 3,6 3,8 4.0 4.4 5, 5.6 6,3 1 ,6 1 ,3 17,8 17.2 3,2 7,6 7.3 6,1 4,3 3,1 2.8 2.9 3.2 3.4 3,7 3,7 3.9 4,1 4, 5.4 6.3 1 1 18.0 18,0 15,8 Lo 6,6 7,5 7.5 6.1 4.2 3.0 3.65.4 1 '2 18.1 17.3 15,8 t - - 3,1 6.4 7.5 7,6 7.3 6.0 4,0 2.7 2,7 2.8 3.0 3.3 3,2 3.4 3,7 4.0 4.6 5,3 6,3 9. 1 ,5 18,0 18,2 17,8 16.1 ---? ` - 3,1 7.2 2.5 3,4 3.7 4.0 6,4 18.0 f s 6.1 7.1 7'7 6.0 3,9 2.5 3,416,3 3,2 5,9 6,9 7.5 7,1 5,9 3,7 2.1 2,2 2,4 2,8 3,1 3,2 3.4 3,6 4,1 4,5 5,3 6.3 6,3 9' 1 8 17,9 18,4 17.9 16,5 °O -_- 3.3 7.0 2,1 2.2 2.4 3.1 3.2 3 6 3.8 4.3 5.3 6.3 9' 1 ,8 17.9 18.4 18A 16.5 5,7 6.8 7.3 5.8 3.6 2.0 3.4 3.3 5.5 6,8 7.3 6.8 5,7 3,4 1,9 2,0 2.0 2.2 3.1 3.4 3.4 3,5 4.0 4.4 5.4 9, 1 4 18,1 17.8 1615 41 3.5 ,5 6,7 6,7 1,8 L9 2.5 3,1 3.1 3,5 4.1 4,2 5.2 6.2 10 0 15 4 18.0 18.1 1711 3.7 5,9 6.7 7.2 6,5 5.5 3.2 1.9 1,9 2,0 2.5 2,9 3,3 3.4 3,5 4.0 4,2 1 6.2 10 1 ,5 17,9 16.5 // 7.0 5,4 3.0 2,0 1,9 2,1 2,4 3,1 3.4 3,5 3,8 6,2 18,0 17.1 5 f� �f 6,3 6.8 5.9 5' 3.1 3.3 3.4 3.6 4.1 4,1 6.2 1 5 1 3 18.1 16,5 LO 6.8 5,6 4,1 4 O! Sz �t z O O ° O OHO °0 ^�O Notes: MARSH CREEK - LEWIS ROAD 1. Horizontal Datum: NC State Plane -Zone 3200, NAD83(2011), Survey Feet 2. Vertical Datum: MLW, Survey Feet 3. Data collected by Tl Coastal on May 27, 2021 and represent conditions at thattime. Vertical Datum TI oasta I converion TOPSAIL TOWNSHIP - HAMPSTEAD 4 Soundings are expressed in depths as feet and tenths. NAVD88 NEW HANOVER COUNTY, NORTH CAROLINA Graphic Scale 5. Aerial photogrammetric imagery flow by Terral-ina Mapping Consultants, Inc. on 0' 15' 30' 60, May 1, 2021. J:s BAT HYM ET R I C SURVEY 6 MLW conversion acquired through the , 20 VDatum te Scale: 1" = 60' (https://vdatum.noaa.gov/) on May 262021 using NCC state plane coordinates TI Coastal Services, Inc. MLW N: 242123 and E: 2420716. 387-B N. Green Meadows Drive DWG NAME: Marsh Creek Survey.dwg 9LW FromNOAAVDatum BATHYMETRY & CONTOURS y Wil ,n1 ton, INCNC 28405 DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 9�0.821.�358 SCALE: 7" = dB' 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 + 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 Fdn 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 Fdn 2+50 Depth 10.0 Fdn 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 + 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 Fdn 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+On 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 Fdn 3+00 Depth 10.0 Fdn 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 1 + 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 Fdn 2+00 Depth 10.0 Ft:1n 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 Fdn 3+50 Depth 10.0 Fdn MARSH CREEK - LEWIS ROAD Graphic Scale p 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83(2011), Survey Feet 2. Vertical Datum: MLW, Survey Feet TI oasta I Vertical Datum Conversion TOPSAIL TOWNSHIP - HAMPSTEAD NEW HANOVER COUNTY, NORTH CAROLINA Horizontal Scale o' 25' 50' taa' 3. Data collected by TI Coastal on May 27, 2021 and represent conditions at that time. 4. Soundings are expressed indepths asfeet and tenths. 5. Aerial photogrammetric imagery flow by Terral-ina Mapping Consultants, Inc. on yTNAVD88 Ma 1, zoz1. 6 MLW conversion acquired through the 6, 20 VDatum C state atum.noaa.gov/) on May 26, 2021 using NC state plane coordinates Scale: 1" = 100' BAT HYM ET R I C SURVEY TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 MLw MLW From NOAA VDatum Vertical Scale 0' 2.5' s' to' N: 242123 N: 242123 and E: 2420716. BATHYMETRY & CONTOURS DWG NAME: Marsh Creek S---y.dwg Scale: '1" = 10' DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 SCALE: 1" = AS SHOWN I 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 Fdn 4+00 Depth 10.0 Fdn 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 20.0 March 27, 2021 Survey DBL 100.0 Fdn 5+50 Depth 10.0 Fdn 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 Fdn 4+50 Depth 10.0 Fdn 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 20.0 March 27, 2021 Survey DBL 100.0 Ft:ln 6+00 Depth 10.0 Fdn 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 Fdn 5+00 Depth 10.0 Fdn 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 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 -, o a s to I Vertical Datum Conversion NAVD88 t 2 TOPSAIL TOWNSHIP - HAMPSTEAD NEW HANOVER COUNTY, NORTH CAROLINA Horizontal Scale 01 25' 50' 100, 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 Lina Mapping Consultants, Inc. on May 1, 2021. 6. MLW conversion acquired through the NOAA VDatum website (https://vdatum.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 MLW vertical scale 01 2.5• 51 10• N: 242123 and E: 2420716. DWG NAME: Marsh Creek Survey.dwg Wilmin ton, INC28405 9 910.821.1358 MLW From NO" VDatum BAT HYM ET RY &CONTOURS Scale: 1" = 1 O' DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 Y 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 Fdn 7+00 Depth 10.0 Fdn 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 Fdn 8+50 Depth 10.0 Fdn 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 Fdn 7+50 Depth 10.0 Fdn 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 '9+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 Fdn 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 Fdn 8+00 Depth 10.0 Fdn 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 9+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 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 -, o a s to I Vertical Datum Conversion NAVD88 t 2 TOPSAIL TOWNSHIP - HAMPSTEAD NEW HANOVER COUNTY, NORTH CAROLINA Horizontal Scale 01 25' 50' 100, 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 Lina Mapping Consultants, Inc. on May 1, 2021. 6. MLW conversion acquired through the NOAA VDatum website (https://vdatum.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 MLW vertical scale 01 2.5• 51 10• N: 242123 and E: 2420716. DWG NAME: Marsh Creek Survey.dwg Scale: 1" = 1 O' DWG DATE: June 2, 2021 SURVEY DATE: May 27, 2021 Y Wilmin ton, INC28405 9 910.821.1358 MLW From NOAA VDatum BAT HYM ET RY &CONTOURS SCALE: 1" = AS SHOWN SHEET: 5 OF 5