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HomeMy WebLinkAbout2019-2020 Surf City Dune Restoration As BuiltATLANTIC OCEAN SURF CITY AIWW AIWW PROJECT AREAPROJECT AREA TOPSAIL BEACH TOPSAIL BEACHNORTH 387-B N. Green Meadows Drive Wilmington, NC 28405 TI Coastal Services, Inc. 910.821.1358 Post Hurricane FlorenceDune Restoration - Phase 2 TOWN OF SURF CITY PENDER & ONLSOW COUNTY NORTH CAROLINA WINTER 2019/2020 TOWN OF SURF CITY AD Surveys Notes: 1. Location Map not to scale. 2. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019 and represent conditions at that time. Sheet 4 - Top Surf City, North Carolina Atlantic Ocean TI- 2 6 TI- 2 7 TI- 2 8 TI- 2 9 TI- 3 0 TI- 3 1 TI- 3 2 TI- 3 3 TI- 3 4 TI- 3 5 TI- 3 6 TI- 3 7 TI- 3 8 TI- 3 9 TI- 4 0 TI- 4 1 TI- 4 2 TI- 4 3 TI- 4 4 TI- 4 5 TI- 4 6 TI- 4 7 TI- 4 8 TI- 4 9 TI- 5 0 TI- 5 1 TI- 5 2 TI- 5 3 TI- 5 4 TI- 5 5 TI- 5 6 TI- 5 7 TI- 5 8 TI- 5 9 TI- 2 5 Monitoring Survey Profiles 0+00 20+00 40+00 60+00 80+00 100+00 120+00 140+00 160+00 180+00 200+00 220+00 240+00 260+00 280+00 300+00 320+00Topsail Beach Topsail BeachNorth Sheet 4 - Bottom Sheet 5 - Top Sheet 5 - Bottom Sheet 6 - Top Sheet 6 - Bottom Monitoring Survey Profiles Monitoring Survey Profiles Construction Baseline ConstructionBaseline SHEET: 2 OF 8 387-B N. Green Meadows Drive Wilmington, NC 28405 TI Coastal Services, Inc. 910.821.1358 SCALE: 1" = 1,500' 750' 1,500'3,000' Scale: 1" = 1,500' CONTROL & SHEET LAYOUT DWG DATE: April 28, 2020 DWG NAME: 2019-2020 Surf City Dune Restoration As Built.dwg SURVEY DATE: Spring 2020 Vertical Datum Mean High Water Conversion Graphic Scale 0'1.20' NAVD 1988 2.54' Mean Low Water 3.74' Post Florence Phase 2 Dune Restoration PRIMARY DUNE RESTORATION SURF CITY PENDER & ONSLOW COUNTIES, NORTH CAROLINA Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011), Survey Feet 2. Vertical Datum: NAVD88, Survey Feet 3. Data collected by TI Coastal in Spring 2020 and reflect conditions at those times. 4. Soundings are expressed in elevations as feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019 and represent conditions at that time. TI-26 TI-27 TI-28 TI-29 TI-30 TI-31 TI-32 S. Shore Dr. C u t l a s s D r . M a r i t i m e D r . K a t e l y n D r . S. Shore Dr. S o n w a r d C o v e O l e a n d e r C t . S. Shore Dr. Hu m p h r e y A v e . C r u t c h f i e l d A v e . Hi s p a n i o l a L n . - 3 + 6 3 . 9 6 P I 6 + 3 6 . 0 3 P I 1 6 + 3 4 . 5 6 P I 2 6 + 3 3 . 7 4 P I 3 6 + 3 2 . 6 9 P I 4 6 + 2 9 . 8 3 P I 5 6 + 2 9 . 6 0 6 0 + 0 0 - 5 + 0 0 0 + 0 0 5 + 0 0 1 0 + 0 0 1 5 + 0 0 2 0 + 0 0 2 5 + 0 0 3 0 + 0 0 3 5 + 0 0 4 0 + 0 0 4 5 + 0 0 5 0 + 0 0 5 5 + 0 0 Mean High Water Mean Low Water 25' Wide Dune Crest 3:1 Front Slope Elevation 14' NAVD Elevation 14' to 6' NAVD 3:1 Back SlopeElevation 14' NAVD to Grade 25' Wide Dune Crest Elevation 14' NAVD3:1 Back Slope Elevation 14' NAVD to Grade 3:1 Front Slope Elevation 14' to 6' Grade Dune Taper into 3:1 Back SlopeElevation 14' NAVD to Grade 3:1 Front SlopeElevation 14' to 6' NAVD 25' Wide Dune CrestElevation 14' NAVD Existing Grade S. Shore Dr. Fa i r y t a l e L n . Dr i f t w o o d L n . At k i n s o n R d . Sh a e s L a n d i n g Oc e a n a i r e L n . Sa n d y L n . S. Shore Dr. S o u n d D r . S. Shore Dr. E l i z a b e t h S t . S. Shore Dr. P I 5 6 + 2 9 . 6 0 P I 6 6 + 2 9 . 8 5 P I 7 6 + 2 9 . 6 7 P I 8 6 + 2 8 . 9 7 P I 9 6 + 2 5 . 0 5 P I 1 0 6 + 2 1 . 4 8 6 0 + 0 0 6 5 + 0 0 7 0 + 0 0 7 5 + 0 0 8 0 + 0 0 8 5 + 0 0 9 0 + 0 0 9 5 + 0 0 1 0 0 + 0 0 1 0 5 + 0 0 1 1 0 + 0 0 5 0 + 0 0 5 5 + 0 0 Mean High Water Mean Low Water SHEET: 3 OF 8 387-B N. Green Meadows Drive Wilmington, NC 28405 TI Coastal Services, Inc. 910.821.1358 SCALE: 1" = 200' SURF CITY PENDER & ONSLOW COUNTIES, NORTH CAROLINA AD Bathymetry and Contours DWG NAME: 2019-2020 Surf City Dune Restoration As Built.dwg SURVEY DATE: Spring 2020 Post Florence Phase 2 Dune Restoration PRIMARY DUNE RESTORATION DWG DATE: April 28, 2020 Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011), Survey Feet 2. Vertical Datum: NAVD88, Survey Feet 3. Data collected by TI Coastal in Spring 2020 and reflect conditions at those times. 4. Soundings are expressed in elevations as feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019 and represent conditions at that time.100' 200'400' Scale: 1" = 200' Vertical Datum Mean High Water Conversion Graphic Scale 0'1.20' NAVD 1988 2.54' Mean Low Water 3.74' TI-37 TI-38 TI-39 TI-40 TI-41 TI-42 TI-43 S. Shore Dr. S. Topsail Dr. S. Topsail Dr. S. Shore Dr. Q u a r t e r h o r s e A v e . S e a h o r s e A v e . S. Topsail Dr. S. Shore Dr. S. Shore Dr. Wi n d w a r d D r . Lo r e e n D r . Fa i r y t a l e L n . Dr i f t w o o d L n . At k i n s o n R d . Ka r e n S t . Ro s e m a r y L n . Sh a e s L a n d i n g P I 1 0 6 + 2 1 . 4 8 P I 1 1 6 + 2 1 . 4 7 P I 1 2 6 + 2 2 . 6 2 P I 1 3 6 + 1 8 . 6 2 P I 1 4 6 + 1 8 . 0 1 P I 1 5 6 + 1 4 . 7 1 P I 1 6 6 + 1 1 . 7 3 1 0 5 + 0 0 1 1 0 + 0 0 1 1 5 + 0 0 1 2 0 + 0 0 1 2 5 + 0 0 1 3 0 + 0 0 1 3 5 + 0 0 1 4 0 + 0 0 1 4 5 + 0 0 1 5 0 + 0 0 1 5 5 + 0 0 1 6 0 + 0 0 1 6 5 + 0 0 Mean High Water Mean Low Water Elevation 14' NAVD3:1 Back SlopeElevation 14' NAVD to Grade Elevation 14' NAVD 3:1 Back SlopeElevation 14' NAVD to Grade 25' Wide Dune CrestElevation 14' NAVD 3:1 Back SlopeElevation 14' NAVD to Grade 25' Wide Dune Crest25' Wide Dune Crest 3:1 Front Slope Elevation 14' to Grade 3:1 Front SlopeElevation 14' to Grade 3:1 Front SlopeElevation 14' to Grade TI-43 TI-44 TI-45 TI-46 TI-47 TI-48 TI-49 N. Topsail Dr. Do l p h i n S t . St e v e n s S t . N. Shore Dr. N. New River Dr. Wi l m i n g t o n A v e . N. Topsail Dr. Ne w B e r n A v e . N. Shore Dr. N. Shore Dr. S. Topsail Dr. Go l d s b o r o A v e . Gr e e n s b o r o A v e . Ro l a n d A v e . Ki n s t o n A v e . Hi g h P o i n t A v e . Ra l e i g h t A v e . S. Shore Dr. S. Shore Dr. S. Topsail Dr. Du r h a m A v e . Ch a r l o t t e A v e . S. New River Dr. P I 1 6 6 + 1 1 . 7 3 P I 1 7 6 + 0 8 . 3 1 P I 1 8 6 + 0 7 . 7 3 P I 1 9 6 + 0 5 . 9 6 P I 2 0 6 + 0 8 . 1 1 P I 2 1 6 + 0 3 . 5 1 P I 2 2 6 + 0 1 . 0 9 1 6 5 + 0 0 1 7 0 + 0 0 1 7 5 + 0 0 1 8 0 + 0 0 1 8 5 + 0 0 1 9 0 + 0 0 1 9 5 + 0 0 2 0 0 + 0 0 2 0 5 + 0 0 2 1 0 + 0 0 2 1 5 + 0 0 2 2 0 + 0 0 2 2 5 + 0 0 2 3 0 + 0 0 Mean High Water Mean Low Water Dune Constructed During Phase 1 Only Scarp repair needed during Phase 2 Dune Constructed During Phase 1 Only Scarp repair needed during Phase 2 Elevation 14' NAVD 3:1 Back SlopeElevation 14' NAVD to Grade Elevation 14' NAVD 3:1 Back SlopeElevation 14' NAVD to Grade Elevation 14' NAVD 3:1 Back SlopeElevation 14' NAVD to Grade 25' Wide Dune Crest 25' Wide Dune Crest 25' Wide Dune Crest 3:1 Front SlopeElevation 14' to Grade 3:1 Front SlopeElevation 14' to Grade Elevation 14' to Grade SHEET: 4 OF 8 387-B N. Green Meadows Drive Wilmington, NC 28405 TI Coastal Services, Inc. 910.821.1358 SCALE: 1" = 200' SURF CITY PENDER & ONSLOW COUNTIES, NORTH CAROLINA Kinston Avenue Construction Access Point Wilmington Avenue Construction Access Point Post Florence Phase 2 Dune Restoration PRIMARY DUNE RESTORATION AD Bathymetry and Contours DWG NAME: 2019-2020 Surf City Dune Restoration As Built.dwg SURVEY DATE: Spring 2020DWG DATE: April 28, 2020 Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011), Survey Feet 2. Vertical Datum: NAVD88, Survey Feet 3. Data collected by TI Coastal in Spring 2020 and reflect conditions at those times. 4. Soundings are expressed in elevations as feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019 and represent conditions at that time.100' 200'400' Scale: 1" = 200' Vertical Datum Mean High Water Conversion Graphic Scale 0'1.20' NAVD 1988 2.54' Mean Low Water 3.74' TI-49 TI-50 TI-51 TI-52 TI-53 TI-54 TI-55 Pe n d e r A v e . Pe n d e r A v e . Easy St. Br o a d w a y S t . N. New River Dr. N. Topsail Dr. Le n o i r A v e . Cr a v e n A v e . N. Topsail Dr. Me c k l e n b u r g A v e . N. New River Dr. N. Topsail Dr. P e l i c a n W a t c h Shell R d . Sunrise Ct. N. Topsail Dr. Do l p h i n S t . St e v e n s S t . N. Shore Dr. P I 2 2 6 + 0 1 . 0 9 P I 2 3 5 + 9 9 . 5 3 P I 2 4 5 + 9 7 . 4 3 P I 2 5 5 + 9 5 . 2 3 P I 2 6 5 + 9 5 . 2 8 P I 2 7 5 + 9 4 . 5 9 P I 2 8 5 + 9 5 . 2 3 2 2 5 + 0 0 2 3 0 + 0 0 2 3 5 + 0 0 2 4 0 + 0 0 2 4 5 + 0 0 2 5 0 + 0 0 2 5 5 + 0 0 2 6 0 + 0 0 2 6 5 + 0 0 2 7 0 + 0 0 2 7 5 + 0 0 2 8 0 + 0 0 2 8 5 + 0 0 Mean High Water Mean Low Water Dune Constructed During Phase 1 Only Scarp repair needed during Phase 2 Dune Constructed During Phase 1 Only Scarp repair needed during Phase 2 Elevation 14' NAVD 3:1 Back SlopeElevation 14' NAVD to Grade Elevation 12' NAVD 3:1 Front SlopeElevation 12' NAVD to Grade 3:1 Back Slope Elevation 12' NAVD to Grade15' Wide Dune Crest Elevation 12' NAVD 3:1 Front SlopeElevation 12' NAVD to Grade 3:1 Back Slope Elevation 12' NAVD to Grade15' Wide Dune Crest25' Wide Dune Crest 3:1 Front SlopeElevation 14' to Grade TI-53 TI-54 TI-55 TI-56 TI-57 TI-58 TI-59 Seashore Dr. N. New River Dr. N. Shore Dr. W. 9 t h S t . 8t h S t . 7t h S t . 6t h S t . 5t h S t . 4t h S t . 3r d S t . 2n d S t . 1s t S t . Br o a d w a y S t . N. New River Dr. N. Shore Dr. Canal St. Pe n d e r A v e . Pe n d e r A v e . Easy St. Br o a d w a y S t . N. New River Dr. N. Topsail Dr. Le n o i r A v e . P I 2 7 5 + 9 4 . 5 9 P I 2 8 5 + 9 5 . 2 3 P I 2 9 5 + 9 5 . 9 6 P I 3 0 5 + 0 0 . 0 0 P I 3 1 0 + 0 0 . 0 0 P I 3 1 5 + 0 0 . 0 0 P I 3 1 7 + 7 5 . 0 0 3 2 5 + 0 0 2 7 0 + 0 0 2 7 5 + 0 0 2 8 0 + 0 0 2 8 5 + 0 0 2 9 0 + 0 0 2 9 5 + 0 0 3 0 5 + 0 0 3 2 2 + 7 5 3 0 0 + 0 0 3 2 0 + 0 0 Mean High Water Mean Low Water Mean High Water Mean Low Water Dune Constructed During Phase 1 Only Scarp repair needed during Phase 2 3:1 Back Slope Elevation 12' NAVD to Grade Elevation 12' NAVD 3:1 Front SlopeElevation 12' NAVD to Grade 3:1 Back Slope Elevation 12' NAVD to Grade 15' Wide Dune Crest SHEET: 5 OF 8 387-B N. Green Meadows Drive Wilmington, NC 28405 TI Coastal Services, Inc. 910.821.1358 SCALE: 1" = 200' SURF CITY PENDER & ONSLOW COUNTIES, NORTH CAROLINA Broadway Street Construction Access Point Post Florence Phase 2 Dune Restoration PRIMARY DUNE RESTORATION AD Bathymetry and Contours DWG NAME: 2019-2020 Surf City Dune Restoration As Built.dwg SURVEY DATE: Spring 2020DWG DATE: April 28, 2020 Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011), Survey Feet 2. Vertical Datum: NAVD88, Survey Feet 3. Data collected by TI Coastal in Spring 2020 and reflect conditions at those times. 4. Soundings are expressed in elevations as feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019 and represent conditions at that time.100' 200'400' Scale: 1" = 200' Vertical Datum Mean High Water Conversion Graphic Scale 0'1.20' NAVD 1988 2.54' Mean Low Water 3.74' 387-B N. Green Meadows Drive Wilmington, NC 28405 TI Coastal Services, Inc. 910.821.1358 AD Cross Sections - Station 20+00 to 135+00 SHEET: 7 OF 8 SURF CITY PENDER & ONSLOW COUNTIES, NORTH CAROLINA Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Post Florence Phase 2 Dune Restoration PRIMARY DUNE RESTORATION Mean Low Water Mean High Water X: 2425695.6 20+00 Length: 1500.0 Azimuth: 136.8 X: 2426723.0 Y: 238298.3 Y: 237205.40.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 20+00 BD Survey20+00 AD Survey20+00 DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2426059.9 25+00 Length: 1500.0 Azimuth: 136.8 X: 2427087.3 Y: 238640.8 Y: 237547.90.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 25+00 BD Survey25+00 AD Survey25+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2426429.4 30+00 Length: 1500.0 Azimuth: 138.0 X: 2427433.7 Y: 238977.6 Y: 237863.50.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 30+00 BD Survey30+00 AD Survey30+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2426800.8 35+00 Length: 1500.0 Azimuth: 138.0 X: 2427805.1 Y: 239312.4 Y: 238198.30.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 35+00 BD Survey35+00 AD Survey35+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2427170.8 40+00 Length: 1500.0 Azimuth: 137.6 X: 2428181.3 Y: 239648.7 Y: 238540.20.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 40+00 BD Survey40+00 AD Survey40+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2427540.3 45+00 Length: 1500.0 Azimuth: 137.6 X: 2428550.8 Y: 239985.6 Y: 238877.00.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 45+00 BD Survey45+00 AD Survey45+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2427916.5 50+00 Length: 1500.0 Azimuth: 139.2 X: 2428896.5 Y: 240314.9 Y: 239179.30.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 50+00 BD Survey50+00 AD Survey50+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2428295.0 55+00 Length: 1500.0 Azimuth: 139.2 X: 2429275.0 Y: 240641.5 Y: 239505.90.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 55+00 BD Survey55+00 AD Survey55+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2428672.2 60+00 Length: 1500.0 Azimuth: 138.9 X: 2429658.4 Y: 240969.7 Y: 239839.50.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 60+00 BD Survey60+00 AD Survey60+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2429048.9 65+00 Length: 1500.0 Azimuth: 138.9 X: 2430035.2 Y: 241298.5 Y: 240168.30.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 65+00 BD Survey65+00 AD Survey65+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2429432.9 70+00 Length: 1500.0 Azimuth: 140.6 X: 2430384.5 Y: 241618.7 Y: 240459.20.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 70+00 BD Survey70+00 AD Survey70+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2429819.4 75+00 Length: 1500.0 Azimuth: 140.6 X: 2430771.0 Y: 241935.9 Y: 240776.40.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 75+00 BD Survey75+00 AD Survey75+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2430200.9 80+00 Length: 1500.0 Azimuth: 139.4 X: 2431176.4 Y: 242259.0 Y: 241119.50.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 80+00 BD Survey80+00 AD Survey80+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2430580.8 85+00 Length: 1500.0 Azimuth: 139.4 X: 2431556.2 Y: 242584.1 Y: 241444.60.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 85+00 BD Survey85+00 AD Survey85+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2430966.8 90+00 Length: 1500.0 Azimuth: 140.9 X: 2431912.2 Y: 242901.9 Y: 241737.30.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 90+00 BD Survey90+00 AD Survey90+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2431355.0 95+00 Length: 1500.0 Azimuth: 140.9 X: 2432300.4 Y: 243217.0 Y: 242052.40.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 95+00 BD Survey95+00 AD Survey95+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2431740.1 100+00 Length: 1500.0 Azimuth: 140.2 X: 2432700.6 Y: 243535.9 Y: 242383.70.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 100+00 BD Survey100+00 AD Survey100+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2432124.2 105+00 Length: 1500.0 Azimuth: 140.2 X: 2433084.6 Y: 243856.0 Y: 242703.90.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 105+00 BD Survey105+00 AD Survey105+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2432511.3 110+00 Length: 1500.0 Azimuth: 140.9 X: 2433457.2 Y: 244172.5 Y: 243008.40.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 110+00 BD Survey110+00 AD Survey110+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2432899.3 115+00 Length: 1500.0 Azimuth: 140.9 X: 2433845.2 Y: 244487.8 Y: 243323.70.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 115+00 BD Survey115+00 AD Survey115+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2433289.7 120+00 Length: 1500.0 Azimuth: 141.5 X: 2434223.9 Y: 244800.2 Y: 243626.60.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 120+00 BD Survey120+00 AD Survey120+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2433680.9 125+00 Length: 1500.0 Azimuth: 141.5 X: 2434615.1 Y: 245111.5 Y: 243937.90.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 125+00 BD Survey125+00 AD Survey125+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2434078.3 130+00 Length: 1500.0 Azimuth: 143.0 X: 2434981.0 Y: 245415.0 Y: 244217.10.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 130+00 BD Survey130+00 AD Survey130+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2434477.6 135+00 Length: 1500.0 Azimuth: 143.0 X: 2435380.3 Y: 245716.0 Y: 244518.00.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 135+00 BD Survey135+00 AD Survey135+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In Mean Low Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water SCALE: AS SHOWN DWG NAME: 2019-2020 Surf City Dune Restoration As Built.dwg SURVEY DATE: Spring 2020DWG DATE: April 28, 2020 Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011), Survey Feet 2. Vertical Datum: NAVD88, Survey Feet 3. Data collected by TI Coastal in Spring 2020 and reflect conditions at those times. 4. Soundings are expressed in elevations as feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019 and represent conditions at that time. Vertical Datum Mean High Water Conversion 1.20' NAVD 1988 2.54' Mean Low Water 3.74' Graphic Scale 0' 25' 50'100' Horizontal 0' 5' 10'20'Vertical 387-B N. Green Meadows Drive Wilmington, NC 28405 TI Coastal Services, Inc. 910.821.1358 AD Cross Sections - Station 140+00 to 255+00 SHEET: 7 OF 8 SURF CITY PENDER & ONSLOW COUNTIES, NORTH CAROLINA Post Florence Phase 2 Dune Restoration PRIMARY DUNE RESTORATION X: 2434871.9 140+00 Length: 1500.0 Azimuth: 141.8 X: 2435800.0 Y: 246023.3 Y: 244844.90.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 140+00 BD Survey140+00 AD Survey140+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2435264.7 145+00 Length: 1500.0 Azimuth: 141.8 X: 2436192.8 Y: 246332.7 Y: 245154.30.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 145+00 BD Survey145+00 AD Survey145+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2435664.6 150+00 Length: 1500.0 Azimuth: 143.5 X: 2436556.3 Y: 246632.8 Y: 245426.60.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 150+00 BD Survey150+00 AD Survey150+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2436066.6 155+00 Length: 1500.0 Azimuth: 143.5 X: 2436958.3 Y: 246930.0 Y: 245723.90.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 155+00 BD Survey155+00 AD Survey155+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2436467.3 160+00 Length: 1500.0 Azimuth: 143.2 X: 2437366.3 Y: 247229.2 Y: 246028.50.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 160+00 BD Survey160+00 AD Survey160+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2436867.5 165+00 Length: 1500.0 Azimuth: 143.2 X: 2437766.6 Y: 247528.9 Y: 246328.10.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 165+00 BD Survey165+00 AD Survey165+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2437260.1 170+00 Length: 1500.0 Azimuth: 141.3 X: 2438197.4 Y: 247838.5 Y: 246667.40.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 170+00 BD Survey170+00 AD Survey170+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2437650.4 175+00 Length: 1500.0 Azimuth: 141.3 X: 2438587.8 Y: 248150.9 Y: 246979.80.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 175+00 BD Survey175+00 AD Survey175+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2438055.2 180+00 Length: 1500.0 Azimuth: 144.8 X: 2438919.2 Y: 248444.2 Y: 247218.00.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 180+00 BD Survey180+00 AD Survey180+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2438463.9 185+00 Length: 1500.0 Azimuth: 144.8 X: 2439327.9 Y: 248732.2 Y: 247506.00.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 185+00 BD Survey185+00 AD Survey185+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2438858.3 190+00 Length: 1500.0 Azimuth: 141.3 X: 2439795.3 Y: 249039.3 Y: 247868.00.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 190+00 BD Survey190+00 AD Survey190+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2439248.7 195+00 Length: 1500.0 Azimuth: 141.3 X: 2440185.8 Y: 249351.6 Y: 248180.30.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 195+00 BD Survey195+00 AD Survey195+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2439647.8 200+00 Length: 1500.0 Azimuth: 143.4 X: 2440542.1 Y: 249652.8 Y: 248448.50.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 200+00 BD Survey200+00 AD Survey200+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2440049.2 205+00 Length: 1500.0 Azimuth: 143.4 X: 2440943.5 Y: 249950.9 Y: 248746.60.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 205+00 BD Survey205+00 AD Survey205+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2440457.1 210+00 Length: 1500.0 Azimuth: 145.0 X: 2441317.0 Y: 250240.0 Y: 249010.90.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 210+00 BD Survey210+00 AD Survey210+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2440866.8 215+00 Length: 1500.0 Azimuth: 145.0 X: 2441726.7 Y: 250526.6 Y: 249297.50.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 215+00 BD Survey215+00 AD Survey215+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2441269.2 220+00 Length: 1500.0 Azimuth: 143.2 X: 2442167.2 Y: 250823.3 Y: 249621.80.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 220+00 BD Survey220+00 AD Survey220+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2441669.7 225+00 Length: 1500.0 Azimuth: 143.2 X: 2442567.7 Y: 251122.6 Y: 249921.10.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 225+00 BD Survey225+00 AD Survey225+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2442073.6 230+00 Length: 1500.0 Azimuth: 144.0 X: 2442954.3 Y: 251417.4 Y: 250203.10.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 230+00 BD Survey230+00 AD Survey230+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2442478.4 235+00 Length: 1500.0 Azimuth: 144.0 X: 2443359.0 Y: 251710.9 Y: 250496.60.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 235+00 BD Survey235+00 AD Survey235+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2442879.3 240+00 Length: 1500.0 Azimuth: 143.1 X: 2443779.1 Y: 252009.6 Y: 250809.40.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 240+00 BD Survey240+00 AD Survey240+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2443279.4 245+00 Length: 1500.0 Azimuth: 143.1 X: 2444179.2 Y: 252309.5 Y: 251109.40.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 245+00 BD Survey245+00 AD Survey245+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2443678.9 250+00 Length: 1500.0 Azimuth: 143.0 X: 2444581.2 Y: 252610.1 Y: 251411.90.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 250+00 BD Survey250+00 AD Survey250+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2444078.4 255+00 Length: 1500.0 Azimuth: 143.0 X: 2444980.7 Y: 252910.9 Y: 251712.60.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 255+00 BD Survey255+00 AD Survey255+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water SCALE: AS SHOWN DWG NAME: 2019-2020 Surf City Dune Restoration As Built.dwg SURVEY DATE: Spring 2020DWG DATE: April 28, 2020 No Sand Placement Template Full from Spring 2019 No Sand Placement Template Full from Spring 2019 Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011), Survey Feet 2. Vertical Datum: NAVD88, Survey Feet 3. Data collected by TI Coastal in Spring 2020 and reflect conditions at those times. 4. Soundings are expressed in elevations as feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019 and represent conditions at that time. Vertical Datum Mean High Water Conversion 1.20' NAVD 1988 2.54' Mean Low Water 3.74' Graphic Scale 0' 25' 50'100' Horizontal 0' 5' 10'20'Vertical 387-B N. Green Meadows Drive Wilmington, NC 28405 TI Coastal Services, Inc. 910.821.1358 SCALE: AS SHOWN AD Cross Sections - Station 260+00 to 320+00 SHEET: 8 OF 8 SURF CITY PENDER & ONSLOW COUNTIES, NORTH CAROLINA DWG NAME: 2019-2020 Surf City Dune Restoration As Built.dwg SURVEY DATE: Spring 2020 Post Florence Phase 2 Dune Restoration PRIMARY DUNE RESTORATION DWG DATE: April 28, 2020 X: 2444472.2 260+00 Length: 1500.0 Azimuth: 141.7 X: 2445401.5 Y: 253218.9 Y: 252041.50.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 260+00 BD Survey260+00 AD Survey260+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2444864.6 265+00 Length: 1500.0 Azimuth: 141.7 X: 2445794.0 Y: 253528.7 Y: 252351.30.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 265+00 BD Survey265+00 AD Survey265+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2445263.4 270+00 Length: 1500.0 Azimuth: 143.2 X: 2446162.5 Y: 253830.3 Y: 252629.60.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 270+00 BD Survey270+00 AD Survey270+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2445663.6 275+00 Length: 1500.0 Azimuth: 143.2 X: 2446562.7 Y: 254130.0 Y: 252929.30.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 275+00 BD Survey275+00 AD Survey275+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2446058.4 280+00 Length: 1500.0 Azimuth: 141.9 X: 2446984.1 Y: 254436.9 Y: 253256.60.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 280+00 BD Survey280+00 AD Survey280+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2446451.8 285+00 Length: 1500.0 Azimuth: 141.9 X: 2447377.5 Y: 254745.5 Y: 253565.20.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 285+00 BD Survey285+00 AD Survey285+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2446856.6 290+00 Length: 1500.0 Azimuth: 144.6 X: 2447725.9 Y: 255038.8 Y: 253816.40.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 290+00 BD Survey290+00 AD Survey290+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2447264.0 295+00 Length: 1500.0 Azimuth: 144.6 X: 2448133.3 Y: 255328.6 Y: 254106.10.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 295+00 BD Survey295+00 AD Survey295+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2447670.2 300+00 Length: 1500.0 Azimuth: 144.3 X: 2448546.2 Y: 255620.1 Y: 254402.50.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 300+00 BD Survey300+00 AD Survey300+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2448076.1 305+00 Length: 1500.0 Azimuth: 144.3 X: 2448952.1 Y: 255912.1 Y: 254694.50.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 305+00 BD Survey305+00 AD Survey305+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2448482.5 310+00 Length: 1500.0 Azimuth: 144.4 X: 2449356.4 Y: 256203.4 Y: 254984.20.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 310+00 BD Survey310+00 AD Survey310+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2448889.0 315+00 Length: 1500.0 Azimuth: 144.4 X: 2449762.2 Y: 256494.5 Y: 255274.90.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 315+00 BD Survey315+00 AD Survey315+00 Templates DBL 50.0 Ft:InDepth 10.0 Ft:In X: 2449295.6 320+00 Length: 1500.0 Azimuth: 144.4 X: 2450168.6 Y: 256785.6 Y: 255565.80.0 100.00.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 320+00 BD Survey320+00 AD Survey320+00 DBL 50.0 Ft:InDepth 10.0 Ft:In Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean High Water Mean Low Water Mean Low Water Mean High Water No Sand Placement Template Full from Spring 2019 No Sand Placement Template Full from Spring 2019 No Sand Placement Template Full from Spring 2019 No Sand Placement Template Full from Spring 2019 No Sand Placement Template Full from Spring 2019 No Sand Placement Template Full from Spring 2019 No Sand Placement Template Full from Spring 2019 No Sand Placement Template Full from Spring 2019 Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011), Survey Feet 2. Vertical Datum: NAVD88, Survey Feet 3. Data collected by TI Coastal in Spring 2020 and reflect conditions at those times. 4. Soundings are expressed in elevations as feet and tenths. 5. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019 and represent conditions at that time. Vertical Datum Mean High Water Conversion 1.20' NAVD 1988 2.54' Mean Low Water 3.74' Graphic Scale 0' 25' 50'100' Horizontal 0' 5' 10'20'Vertical