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Home My WebLink About20231499 Ver 1_CAMA Application_20231106DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT PA-1135 1. APPLICANT'S NAME: C1ubCorp Golf of North Carolina, LLC 2. LOCATION OF PROJECT SITE: 5615 S Seachase Dr Nags Head, NC 27959 Longitude:-75.61041 Latitude: 35.92954 3. INVESTIGATION TYPE: CAMA + Dredge & Fill 4. INVESTIGATIVE PROCEDURE: Date of Visit Purpose of Visit Applicant Present? 3/l/2023 Consultation No 8/16/2023 Major Permit Request No 5. PROCESSING PROCEDURE: Application Received Application Complete Regional Office 8/17/2023 8/23/2023 DCM - Elizabeth City Regional Office 6. SITE DESCRIPTION: (A) Local Land Use Plan: Town of Nags Head Land Classification from LUP: SPDC-COS (B) AEC(s) Involved: Coastal Shoreline, Public Trust Areas, Estuarine Waters (C) Water Dependent: Yes (D) Intended Use: Commercial (E) Wastewater Treatment: Existing: Central & Municipal Planned: N/A (F) Type of Structures: Existing: Bulkhead, Retaining walls, Riprap, Groins Planned: Granite sills and Revetments, Bulkhead, NATRX concrete blocks, Breakwater (G) Estimated Annual Rate of Erosion: 10 feet in last 12 months Erosion Information Source: On -site observation 7. HABITAT DESCRIPTION: DREDGED (ft2) FILLED (ft2) OTHER (ft2) A Open Water (B) CW's above NHW (C) CW's below NHW D Shallow Bottom 41650 (E) High Ground 50130 F Non -Coastal WL (E) Total Area Disturbed: 91,780 ft2 (2.11 acres) (F) Primary Nursery Area: No (G) Water Classification: HQW: High Quality Waters; SA: Market Shellfishing, Tidal Salt Water Open to Shellfishing: Yes Field Investigation Report: Clubcorp Golf of North Carolina, LLC DCM Major Permit Page 11 8. PROJECT SUMMARY: Applicant proposes to install rock/granite sills and revetment, bulkhead, NATRX concrete block revetment, breakwaters, and upland riprap. 9. NARRATIVE DESCRIPTION: The project is located along the shoreline of 5615 S. Seachase Drive in Nags Head, Dare County. Parcel #024961000 encompasses 5,608,002 square feet (sf) of property for a total of 128.74 acres. The upland development of the Nags Head Links Golf Course includes retaining walls, golf course greens, fairways, bunkers, paved cart paths, asphalt roads, parking lots, and a clubhouse. The —5,610 linear foot(lft) shoreline adjacent the Roanoke Sound has natural, unhardened areas, with other water -dependent development of bulkheads, riprap, and groins. The northern end of the property is labeled as Project Area 5 on Sheet 1. The northern riparian property is developed with a single-family residence, vinyl bulkhead, and riprap. The applicant's property adjacent this residence is an undeveloped natural beach, with upland vegetation that includes Salt Meadow Grass (Spartina patens), cat brier, palmetto, and bushes. Directly to the south, the applicant has a wooden bulkhead with return wall. and riprap waterward of the bulkhead. There are 3 small patches of SAV (Widgeon grass) in this area. To the south of this area is the next adjacent riparian property, which is developed with a bulkhead, pier, gazebo, and finger piers for the Village at Nags Head POA. Traveling south along the bulkheaded shoreline past the HOA pier, the applicant's shoreline transitions to riprap until you get to Project Area 2. This 0.22-mile area is an unhardened shoreline with a sandy beach that is experiencing erosion, with a deeper escarpment just south of the end of the riprap. There is an upland retaining wall landward of the 30' buffer protecting a golf green adjacent 5606 W. Seachase Drive, 402 and 404 W. Sunset Greens Lane. South of that area is another upland retaining wall with 3 wooden groins waterward of a golf green, near 408 W. Sunset Greens Lane. Vegetation in Area 2 consisted of Spartina patens upland from the beach, grass for the golf course, cedar trees, live oak, and beach grass. There were no SAV sighted in Project Area 2. South of the groins the shoreline is hardened by a bulkhead with riprap at the end and return wall, where Project Area 4 begins. This shoreline has experienced erosion and can be seen on Sheet 5. The vegetation in this area includes both Coastal Wetland (CW) and 404 Wetland, which include Spartina patens, Phragmites, and golf grass. There is an elevated golf cart bridge upland of the 75' AEC. There are 10 areas of SAV (Widgeon grass) west of the project area. The south end of this area transitions to an area of riprap, then changes to—1521ft of bulkhead. South of this area is the next adjacent riparian property, which is developed with a riprap shoreline, groins, pier, gazebo, finger piers, and a parking area for the residents of Village at Nags Head POA. At the end of the POA shoreline, the applicant's shoreline continues to Project Area 3 with riprap and 3 groins in front of an existing retaining wall adjacent another golf green hole. CW vegetation consisting of Spartina patens continues in this area, as well as cedar trees and bushes. There are patches of SAV (widgeon grass) in Area 3. The shoreline south of Area 3 has —4701ft of riprap that continues in front of a man-made pond. The shoreline has eroded behind some areas of existing riprap, with that area now having the appearance of a sill versus Field Investigation Report: Clubcorp Golf of North Carolina, LLC DCM Major Permit Page 12 a revetment. CW vegetation consisting of Smooth Cordgrass (Spartina alterniflora) is growing landward of the rock on the south end. Project Area 1 starts directly south of the riprap. This area is continuing to suffer from erosion. The CW and 404 vegetation in this area consists of Phragmites, Giant Cordgrass (Spartina cynosuroides), Spartina patens, and Bulrush (Scirpus). At the very southern end of the applicant's property, the shoreline has—2271ft of riprap. There were 4 isolated patches of SAV (Widgeon grass) in this area. The southernmost adjacent riparian property is developed with single-family residences. Permit history: The owners of the golf course have stabilized sections of the shoreline from 1991 to 2019. A total of 26 General Permits have been issued authorizing bulkheads, groins, riprap revetments, upland riprap, and a bridge to cross over wetlands on the golf course. In May of 2023, Quible & Associate's staff completed a submerged aquatic vegetation (SAV) survey for project areas shown on Sheets 1-6. They conducted a follow-up SAV evaluation in July and SAV conditions remained consistent with the May findings. They also met with a NC Division of Marine Fisheries (DMF) representative to verify SAV conditions and to discuss project goals, site conditions and habitat protection. designed with the intent to protect existing SAV resources (please see attached SAV Survey Report). A virtual scoping meeting was held on June 26, 2023, to discuss the proposal, at which representative(s) of the Division of Water Resources (DWR) were present. The water classifications for the Roanoke Sound are SA and HQW. The waters are open to shellfishing and are not in a primary nursery area. The waterbody of the Sound is designated as Coastal Waters and is in the Pasquotank River Basin. The water depths vary in each Project Area as follows: Area 1, -0.5' to -1.0'; Area 2, -0.5' to -1.5'; Area 3, -0.0' to -0.5', Area 4, -0.0' to -1.0', and Area 5, '0.5' to -1.5'. 10. PROJECT DESCRIPTION: The shoreline protection proposals encompass 5 areas along the property: Proposed development in Areas 1 and 2 include rock (granite) sills that total 2,436' x 14' (34,104 sf) with 10 ft gaps and overlapping sections. Area 1: A 102'x10' (1,020 sf) granite revetment is proposed at the southern end of the applicant's property and will tie into an existing revetment located north of their property line. The revetment material will be placed landward of NWL. To the north of the existing riprap revetment 891 lft of granite sills are proposed with a 14-foot wide base and a height of 1.5' above NWL. Of the total sills, four, 30'xl4' sections are proposed 10' waterward of the four larger sills and one 40'xl4' section is proposed 13-14' waterward of the northern sill. Each of the smaller sills overlap the main sills, and there is a 10-foot separation between the larger sills. Field Investigation Report: Clubcorp Golf of North Carolina, LLC DCM Major Permit Page 13 The maximum distance proposed from NWL is 70' and the average is 51' from NWL. Slope softening and grading with vegetative stabilization and fill is also proposed in this Area where there is steep erosion escarpments, which vary from 1.5'high to 12' high. The upland fill area totals 9,608 sf. Area 2: A total of 15 granite sills are proposed for a total of 1,545 lft with a 14-foot wide base and a height of 1.5' above NWL. Seven, 30'xl4' sections are proposed 10' waterward of the eight larger sills. Each of these sills overlap the main sills, and there is a 10-foot separation between the larger sills. The maximum distance proposed from NWL is 65' and the average is 36' from NWL. Fill below NWL totaling 2,638sf and slope softening is proposed at the north end of this Area. Upland fill totaling 37,117 sf and slope softening is proposed along the shoreline of this Area as well. Area 3: Proposed development for this Area includes a new bulkhead, 220'xF (220 sf) an average distance of 5.5' of NWL and a maximum distance of 10' waterward of NWL. The new bulkhead will be constructed waterward of an existing, dilapidated timber retaining wall that was originally constructed in an upland area 70' landward of the shoreline and not meant to be a traditional bulkhead at marine grade. The retaining wall was initially installed to protect a golf hole green. It is now subject to waves from the Roanoke Sound. The backfill associated with the proposed bulkhead to be placed below NWL is 1,214 sf, and the upland back fill is proposed at 1,897 sf. The applicants are also proposing a rock revetment, 182' x 8' (1.456 sf), immediately waterward of the new bulkhead. Area 4: Proposed development for this Area will be a revetment composed of NATRX concrete blocks, 318'x6' (1,908 sf) with a height of 1.5' above NWL. These blocks will be placed immediately adjacent to coastal and non -coastal Section 404 wetlands as protection of the wetland shoreline. Area 5: Proposed development for this Area is a low -profile slotted breakwater, 3 sections totaling 110'xF (110 sf), with a central gap to accommodate passage of small boats and paddle craft. The proposed height above NWL is 1.5'. Placement of the sections will average 42' waterward of NWL with a maximum distance of 53'. This Area is located at the north end of Nags Head Links and is an unprotected cove between areas of bulkheading to the north and south. Also proposed is a small upland rock revetment, 34' x 5' to 15' (340 sf) and minor slope grading with 148 sf of fill. 11. ANTICIPATED IMPACTS: The installation of bulkheading, breakwaters, Natrx blocks, riprap, and associated backfill in the adjacent waterbody will result in filling of 41,650 sf of Shallow Water Habitat in the Estuarine Waters and Public Trust Areas AECs. Field Investigation Report: Clubcorp Golf of North Carolina, LLC DCM Major Permit Page 14 The installation of riprap, grading and fill in the upland areas will impact 50,130 sf of High Ground Habitat in the Coastal Shoreline AEC. Name: Yvonne Carver Date: 09-13-2023 Office: DCM - Elizabeth City Regional Office Field Investigation Report: Clubcorp Golf of North Carolina, LLC DCM Major Permit Page 15 Permit Application Report Application ID Application Type Submitted App Complete Deadline Decision Expiration PA-1135 DCM Major Permit 08-23-2023 08-23-2023 11-22-2023 Primary Applicant Information Applicant Type Title Business Name Name Email Business Mobile Phone Phone Business/Company Clubcorp Golf of Clubcorp Golf John.Mebane@invitedclubs.com 252-216-8817 252-216- North Carolina, of North 8817 LLC Carolina, LLC Physical Address Mailing Address Street 1 City State Zip Street 1 City State Zip 5615 S. Seachase Dr. Nags NC 27959 5615 S. Seachase Dr. Nags Head NC 27959 Head Registered Agent Information Agent Type Title Business Name Name Email Business Phone Mobile Phone Business/Company Quible & Associates, P.C. Quible & Associates, P.C. brubino@quible.com 2524918147 2524918147 Physical Address Mailing Address Street 1 City State Zip Street 1 City State Zip 8466 Caratoke Hwy Ste 400 Powells Point NC 27966 P.O. Drawer 870 Kitty Hawk NC 27949 Project Information Project Name Project Type Disturbed Land Area (Scl Ft/Acres) Nags Head Links Shoreline Protection and Enhancement Commercial 46719 Sq. Ft. / 1.08 Acres Is proposed project located in national registered historic district or national register listed/eligible: False List of previous state or federal permits for work on project tract: 26 General Permits (GP) issued in the owners' names of Club Corp Golf, Nags Head Golf Links, and Carolinas Golf Group from 1991 to 2019: GPA33733, GPA33259, GPA21222, GPA20937, GPA19375, GPA19371, GPA17429, GPA17395, GPA17394, GPA15031, GPA8187, GP41045, GP46817, GP46858, GP51649, GP54282, GP56708, GP58203, GP53812, GP60478, GP61338, GP63426, GP64354, GP65798, GP71269, GP75680. Project Location Information Address County River Basin Subdivision County Parcel ID Latitude Longitude 5615 S Seachase Dr Nags Head, NC 27959 Dare Pasquotank 024961000, 024961515 35.92954 -75.61041 Project Discharges to State Waters Discharge Type Surface Runoff Sanitary Wastewater Industry/Commercial I Effluent Vessel Wash Down Residential Other Wastewater/Stormwater Discharged Into Wetland? Discharge Same Salinity as Receiving Waters Is There Any Mitigation Proposed False False False Detailed Description of the Existing Development Located on the Property Existing Man -Made Features: The site is the location of the Nags Head Links Golf Course. Existing features include bulkheads, riprap, groins, retaining walls, golf course greens, fairways and bunkers. Other existing improvements include paved cart paths, asphalt roads and parking lots, a clubhouse, and privately owned single family residences. Existing Land Uses: Golf course. Existing Wastewater Treatment/Disposal: The Site is connected to the Village at Nags Head Central Sewer Facility. Solid Waste/Fish Offal/Trash Disposal: Trash disposal consists of dumpsters and cans on -site managed by the Town of Nags Head. Use and Daily Operations of the Project When Complete Proposed Development Purpose: The purpose of this project is to protect and enhance the heavily eroding shoreline along the property. Five areas in need of stabilization have been identified. Buildings/Facilities/Units/Structures: Shoreline stabilization structures proposed include riprap sills, riprap revetments, NATRX marsh revetment, bulkhead, free standing slotted breakwater wall. No new buildings, drives, facilities or other upland development items are proposed. Use & Daily Operations: The current use as a golf course will continue. Construction Methodology & Equipment: Dump trucks, skid steers, excavators and hand tools will be utilized to construct the proposed shoreline stabilization activities. Development Activities Narrative Specifics: The proposed project includes offshore riprap sills, NATRX marsh revetment, riprap revetments, bulkheads, free standing slotted breakwater walls, and slope softening fill for areas that have experienced erosion. The shoreline has experienced substantial erosion that is ongoing and is intensifying. Application Narrative: Nags Head Links, located on the Roanoke Sound in Nags Head, Dare County, NC, is in need of shoreline protection due to excessive ongoing erosion. The property is exposed to westerly winds, especially southwest and northwest wind -driven waves. The owners of the golf course have stabilized sections of the shoreline in the past (combination of retaining walls, bulkheads, groins and revetments), but many broad areas have not been protected or are in need of repair and maintenance. The owners are interested in integrating some hybrid nature -based stabilization systems with the goal of shoreline protection and restoration to encourage riparian wetland enhancement and transitional buffers from the existing golf course fairways to the shoreline. This will allow for native vegetation to become established between the turf grass and the Sound instead of a typical solid bulkhead in most areas. Please refer the accompanying preliminary plan set that defines five separate Project Areas (Areas 1— 5). These Areas are numbered in relation to prioritization fo the owners (Areas 1,2 and 3 are the highest priorities). We have completed comprehensive existing conditions survey of each of these Areas. And, we have reviewed and digitized aerial photographs going back to 2008. All of the existing conditions, past shorelines, wetlands and proposed protection areas are depicted on the plans. We met with the Town of Nags Head and NC Division of Coastal Management in March 2023 to review the existing conditions and to conceptually discuss protection concepts. In May, 2023 (May 24th and 25th) we completed a comprehensive submerged aquatic vegetation survey for Areas 1-5. A follow-up SAV evaluation was performed on July 17th and SAV conditions were consistent with the May findings. On July 21, 2023, we met with a NC Division of Marine Fisheries representative to verify SAV conditions and to also discuss project goals and geomorphologic conditions and habitat protection. Our shoreline stabilization plan was designed with the intent to protect existing SAV resources (please see attached SAV Survey Report). On June 26, 2023 we held a virtual interagency scoping meeting to discuss the project and to receive feedback from various regulatory and resource agency representatives (attendee list enclosed). Based on resource agency comments and recommendations received, we made some minor adjustments to the plan after the scoping meeting to include more gaps in the sill system (ends), removal of sloped fill waterward of NWL, removal of wetland impacts, and removal of the mesh poly -type soil stabilization system that was being considered along portions of the shoreline. Please also refer to the set of photographs that show the intense impacts from erosion along this shoreline. Part of the heightened recent erosion is associated with the frequency of large storm events, sea level rise and our typical strong westerly winds. It should be noted that numerous mature trees in the riparian zone along this shoreline have been lost in recent years due to ongoing erosion, and now that these trees are gone, there is a lack of root system ground stabilization that once protected these areas. For Areas 1 and 2, we are proposing a rock (granite) sill with 10 ft gaps and overlapping sections as shown on the plans. Area 1 also includes a section of granite revetment that ties into an existing revetment on the far south side of the subject property. Both Areas 1 and 2 also include slope softening/grading and vegetative stabilization where there are steep erosional escarpments that vary from 1.5 ft high to 12 ft high. Area 3 includes a new bulkhead on the waterward side of an existing (rotting timber) retaining wall that was not constructed as a marine bulkhead. This retaining wall protects a golf hole green. When this retaining wall was originally built, it was over 70 ft from the shoreline according to golf course staff which was why it was not constructed as a seawall. It is now subject to wave forces. On the waterward side of the proposed bulkhead, we are proposing rock protection (an 8 ft wide revetment). Area 4 includes a revetment composed of NATRX concrete blocks. The NATX blocks were selected for this location adjacent to coastal and non -coastal Section 404 wetlands. The placement of the concrete blocks will be immediately adjacent to the wetlands and will not impact any wetlands. The purpose is to protect the wetland shoreline in this area. Area 5 at the far north end of Nags Head Links is an unprotected cove between areas of bulkheading. We will be proposing a low -profile slotted breakwater in this area with a central gap, suitable for small boat and paddle craft passage. Area 5 also includes a small revetment and minor slope grading. DWR Certification The proposed proponent herby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief. The project proponent herby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. Boat Ramp Development Activity Included: False Shoreline Stabilization Development Activity Included: True Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months) True 10 Source of Erosion Amount Information Aerial imagery and on -site observations Shoreline Stabilization Type of Stabilization Describe "Other' Stabilization Bulkhead Type of Stabilization Material Describe "Other" Stabilization Material Vinyl Length Width Avg Distance Waterward of NWH/NWL Max Distance Waterward of NHW/NWL 220 1 5 10 Sq Ft of Fill to be Placed Below Water Level Type of Fill Material Source of Fill Material 1214 Sand Fill will be clean sand fill sourced from an approved mine How Will Fill Material be Kept on Site and Erosion Controlled Silt fencing and seeding will be used to contain fill. This is within Area 3. Will Wetlands be Crossed in Transporting Equipment to Project Site Explain Steps Taken to Avoid/Minimize Environmental Impact False Shoreline Stabilization Type of Stabilization Describe "Other' Stabilization Breakwater Type of Stabilization Material Describe "Other' Stabilization Material Vinyl Length Width Avg Distance Waterward of NWH/NWL Max Distance Waterward of NHW/NWL 110 1 42 53 Sq Ft of Fill to be Placed Below Water Level Type of Fill Material Source of Fill Material 0 No fill will be utilized for this pile -supported slotted vinyl breakwater (Area 5) How Will Fill Material be Kept on Site and Erosion Controlled No fill will be utilized for this breakwater Will Wetlands be Crossed in Transporting Equipment to Project Site Explain Steps Taken to Avoid/Minimize Environmental Impact False Shoreline Stabilization Type of Stabilization Describe "Other' Stabilization Breakwater Type of Stabilization Material Describe "Other' Stabilization Material Granite Length Width Avg Distance Waterward of NWH/NWL Max Distance Waterward of NHW/NWL 2436 14 25 43 Sq Ft of Fill to be Placed Below Water Level Type of Fill Material Source of Fill Material 0 No fill will be utilized for the sill. This sill/breakwater is for Areas 1 and 2. How Will Fill Material be Kept on Site and Erosion Controlled No fill will be utilized for this sill other than the granite stabilization material Will Wetlands be Crossed in Transporting Equipment to Project Site Explain Steps Taken to Avoid/Minimize Environmental Impact False Shoreline Stabilization Type of Stabilization Describe "Other" Stabilization Rip Rap/Revetment Type of Stabilization Material Describe "Other' Stabilization Material Granite Length Width Avg Distance Waterward of NWH/NWL Max Distance Waterward of NHW/NWL 182 8 8 8 Sq Ft of Fill to be Placed Below Water Level Type of Fill Material Source of Fill Material 1456 Rock Clean granite rock How Will Fill Material be Kept on Site and Erosion Controlled Granite will be placed within immediately waterward of the bulkhead (Area 3) Will Wetlands be Crossed in Transporting Equipment to Project Site Explain Steps Taken to Avoid/Minimize Environmental Impact False Shoreline Stabilization Type of Stabilization Describe "Other' Stabilization Rip Rap/Revetment Type of Stabilization Material Describe "Other' Stabilization Material Granite Length Width Avg Distance Waterward of NWH/NWL Max Distance Waterward of NHW/NWL 102 10 0 0 Sq Ft of Fill to be Placed Below Water Level Type of Fill Material Source of Fill Material 0 All material will be above NWL and will tie into the existing revetment (Area 1) How Will Fill Material be Kept on Site and Erosion Controlled All rock material will be above NWL and will not require erosion control measures Will Wetlands be Crossed in Transporting Equipment to Project Site Explain Steps Taken to Avoid/Minimize Environmental Impact False Shoreline Stabilization Type of Stabilization Describe "Other' Stabilization Rip Rap/Revetment Type of Stabilization Material Describe "Other' Stabilization Material Granite Length Width Avg Distance Waterward of NWH/NWL Max Distance Waterward of NHW/NWL 34 15 0 0 Sq Ft of Fill to be Placed Below Water Level Type of Fill Material Source of Fill Material 0 No fill will be utilized for this revetment (Area 5) How Will Fill Material be Kept on Site and Erosion Controlled All rock material will be above NWL and will not require erosion control measures Will Wetlands be Crossed in Transporting Equipment to Project Site Explain Steps Taken to Avoid/Minimize Environmental Impact False Shoreline Stabilization Type of Stabilization Describe "Other' Stabilization Rip Rap/Revetment Type of Stabilization Material Describe "Other" Stabilization Material Concrete Length Width Avg Distance Waterward of NWH/NWL Max Distance Waterward of NHW/NWL 318 6 3 12 Sq Ft of Fill to be Placed Below Water Level Type of Fill Material Source of Fill Material 1908 Rock This is a custom NATRX product made from concrete. No live concrete will touch surface waters. How Will Fill Material be Kept on Site and Erosion Controlled No erosion control will be necessary. The NATRX block will be set in place. This is for Area 4. Will Wetlands be Crossed in Transporting Equipment to Project Site Explain Steps Taken to Avoid/Minimize Environmental Impact False Living Shoreline Development Activity Included: False Piers & Docking Facilities Development Activity Included: False Excavation Development Activity Included: False Bridges & Culverts Development Activity Included: False Oceanfront Erosion Control Development Activity Included: False Temporary Structures Development Activity Included: False Utility Crossings Development Activity Included: False Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False Log Removal/Marine Debris Development Activity Included: Yes/No Navigational Aids Development Activity Included: False Other Fill Below Water Level Development Activity Included: False Stormwater Structures Development Activity Included: False "Upland Development" Development Activity Included: False Energy Facilities Development Activity Included: False Aquaculture Development Activity Included: False Submerged Lands Mining Development Activity Included: False General Development Activity Details Required General Development Activity Questions These questions are applicable if 1 of the following development activities are included in the project (Boat Ramps, Freestanding Moorings, Buoys & Bird Nesting Poles, Piers & Docking Facilities, Temporary Structures, Living Shorelines, Shoreline Stabilization Submerged Lands Mining) Boat Type(s) Typical Boat Length Other Boat Type (Describe) Adj Riparian Property Line #1 (Proximity of Structure Nearest to Property Line) Adj Riparian Property Line #2 (Proximity of Structure Nearest to Property Line) Adj Riparian Property Line #3 (Proximity of Structure Nearest to Property Line) 1 10 3 Width of Water Body Water Depth @ Waterward End of Structure (NLW or NWL) Water Depth @ Most Landward Boat Slip (NLW or NWL) Water Depth @ Most Waterward Boat Slip (NLW or NWL) 13000 Navigational Aids Required Number of Buoys Number of Day Markers Min Distance of Each Aid Placed Beyond Shoreline Max Distance of Each Aid Placed Beyond Shoreline 0 0 DATE: July 61', 2023 NAME: Village at Nags Head Property Owners Association ADDRESS: PO Sox 1807 CITY: Naas Hed ST: NC ZIP: 27959 RE: Nags Head Links Golf Course Shoreline Protection and Enhancement Project To Whom It May Concern: This correspondence is to notify you as a riparian property owner that ClubCorp Golf of North Carolina (Nags Head Links) is applying for a CAMA Major permit to: construct four different types of shoreline protection throughout the shoreline of the golf course including; offshore sills, riprap revetment, open slotted breakwater, and bulkheading, on their property located at 5615 S Seachase Drive Nags Head, NC 27959,which is adjacent to your property. A copy of the application and project drawing(s) is enclosed for your review. If you have no objections to the proposed activity, please mark the appropriate statement below and return as soon as possible to: Troy Murphy, Quible & Associates P.C. at PO BOX 870, Kitty Hawk, NC 27949 If no comments are received within 30 days of receipt of this notice, it will be considered that you have no comments regarding this project. If you have objections or comments, please mark the appropriate statement below and send your correspondence to the NC Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you have questions about the project, please do not hesitate to contact me at 252-491-81478 or the Division of Coastal Management at 252-264-3901. Sincerely, Troy Murphy (Authorized Agent on behalf of ClubCorp Golf of NC) I have no objection to the project as described. _ . I have objections) to the project as described. WAIVER SECTION I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement. . I do not wish to waive the 15' setback requirement. Print Name Signature of Adjacent Property Owner Mailing Address and/or Email Address Date Phone Number DATE: July 6th, 2023 NAME: Julian Q. Moffett & Ellen L. Moffett ADDRESS: 171 Annandale Farm Ln CITY: Staunton ST: VA ZIP: 22401 RE: Nags Head Links Golf Course Shoreline Protection and Enhancement Project To Whom It May Concern: This correspondence is to notify you as a riparian property owner that ClubCorp Golf of North Carolina (Nags Head Links) is applying for a CAMA Major permit to: construct four different types of shoreline protection throughout the shoreline of the golf course including; offshore sills, riprap revetment, open slotted breakwater, and bulkheadinn , on their property located at 5615 S Seachase Drive Nags Head, NC 27959, which is adjacent to your property. A copy of the application and project drawings) is enclosed for your review. If you have no objections to the proposed activity, please mark the appropriate statement below and return as soon as possible to: Troy Murphy, Quible & Associates P.C. at PO BOX 870, Kitty Hawk, NC 27949 If no comments are received within 30 days of receipt of this notice, it will be considered that you have no comments regarding this project. If you have objections or comments, please mark the appropriate statement below and send your correspondence to the NC Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you have questions about the project, please do not hesitate to contact me at 252-491-81478 or the Division of Coastal Management at 252-264-3901. Sincerely, Troy Murphy (Authorized Agent on behalf of ClubCorp Golf of NC) I have no objection to the project as described. I have objection(s) to the project as described. WAIVER SECTION I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement. I do not wish to waive the 15, setback requirement. Print Name Signature of Adjacent Property Owner Mailing Address and/or Email Address Date Phone Number DATE: July 61', 2023 NAME: Michael Zaritsky ADDRESS: 6097 Martins Point Road CITY: Kitty Hawk ST: NC ZIP: 27949 RE: Nags Head Links Golf Course Shoreline Protection and Enhancement Project To Whom It May Concern: This correspondence is to notify you as a riparian property owner that ClubCorp Golf of North Carolina (Nags Head Links) is applying for a CAMA Major permit to: construct four different tyoes of shoreline protection throughout the shoreline of the golf course including; offshore sills, riprap revetment, open slotted breakwater, and bulkheadinp, on their property located at 5615 S Seachase Drive Nags Head, NC 27959, which is adjacent to your property. A copy of the application and project drawing(s) is enclosed for your review. If you have no objections to the proposed activity, please mark the appropriate statement below and return as soon as possible to: Troy Murphy, Quible & Associates P.C. at PO BOX 870, Kitty Hawk, NC 27949 If no comments are received within 30 days of receipt of this notice, it will be considered that you have no comments regarding this project. If you have objections or comments, please mark the appropriate statement below and send your correspondence to the NC Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you have questions about the project, please do not hesitate to contact me at 252-491-81478 or the Division of Coastal Management at 252-264-3901, Sincerely, Troy Murphy (Authorized Agent on behalf of ClubCorp Golf of NC) I have no objection to the project as described. I have objection(s) to the project as described. WAIVER SECTION I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 16 setback requirement. I do not wish to waive the 15' setback requirement. Print Name Signature of Adjacent Property Owner Mailing Address and/or Email Address Date Phone Number ■ Complete items 1, 2, and 3. A. Si ture ■ Print your name and address on the reverse �ent so that we can return the card to you. ❑ Addressee ■ Attach this card to the back of the mailpiece, B. Received by (Printed Name) C. Date of Delivery or on the front if space permits. �y e rkdcj 7 I / — a.3 1. Article Addressed to: `:I V ), , 0 V' L )/e", L m6c--�� ! -) / -4t tV,o�) 4 )F FG fj jh ZA) S- fjj sc-� L-4-4 1�s1 b 1 D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Priority Mail Express@ El II I IIIIII IIII IIIIII II I I II II I II I II (IIII l III I'll ❑Adult dult Signature Restricted Delivery ❑ Registered J Registered Mail Restricti Certified Mail@ Delivery 9590 9402 7882 2234 2290 83 Certified Mail Restricted Delivery ❑ Signature ConfirmationT' ❑ Collect on Delivery ❑ Signature Confirmation 2. Article Number (transfer from service label) ❑ Collect on Delivery Restricted Delivery Restricted Delivery Insured Mail 7022 3330 0001 7645 1712 Insured Mail Restricted Delivery .__._ (over$500) PS Form 3811, July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1, 2, and 3. 11 A. ■ Print your name and address on the reverse X so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. I f 1. Article Addressed to: DA Is delivery' address )) \ ZA a s If YES, enter del' �t 4�y wk A, a `7 9 L2`t� ❑ Agent ❑ Addressee n item 1? ❑ Yes below: ❑ No 3. Service Type ElPriority Mail Express@ ❑ Adult Signature ❑ Registered MailT ^ II I IIIIII IIII III I II II I I II II I II I II I II I I II III III dull Signature Restricted Delivery ❑Registered Mail Restricts Certified Mail® Delivery 9590 9402 7882 2234 2281 61 Certified Mail Restricted Delivery ❑ Signature Confirmation ❑ Collect on Delivery ❑ Signature Confirmation A, W ni,, h— Mranefar frnm service label) ❑ Collect on Delivery Restricted Delivery Restricted Delivery 7022 3330 0001 7645 1750 ue — d Mail ared Mail Restricted Delivery ;r $500) PS Form 3811, July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: U,)), V o tiAQs -)�EAo Po,A PO & u ) ,? iU-4Gc , 4Eran l� A. /Jf 1 Cg ❑ Agent B. celved b Pinte e) C. Date of Deliver 0 Dal o D. Is delivVy address different from item 1? E3 Yes If YES, enter delivery address below: ❑ No ZF .l II I IIIIII IIII III I II II I I II 3. Adult Sign Service �bioriMail ExpressTsed mail RestrictII1IIIII IN itIIIIIII Certif Signature 9590 9402 7882 2234 2290 76 0Certified Mail Restricted Delivery ❑ Signature Confirmation' ❑ Collect on Delivery ❑ Signature Confirmation 2. Article Number (Transfer from service label) ❑ Collect on Delivery Restricted Delivery Restricted Delivery sured Mail 7 0 2 0 3160 0001 2520 2254 cured Mail Restricted Delivery -- r_...V r]Qi 9 DATE: July 6�1, 2023 NAME: Village at Nags Head Property Owners Association ADDRESS: PO Box 1807 CITY: Nags Hed ST: NC ZIP: 27959 RE: Nags Head Links Golf Course Shoreline Protection and Enhancement Project To Whom It May Concern: This correspondence is to notify you as a riparian property owner that ClubCorp Golf of North Carolina (Nags Head Links) is applying for a CAMA Major permit to: construct four different types of shoreline protection throughout the shoreline of the golf course including; offshore sills, riprap revetment open slotted breakwater, and bulkheading, on their property located at 5615 S Seachase Drive Naps Head, NC 27959, which is adjacent to your property. A copy of the application and project drawing(s) is enclosed for your review. If you have no objections to the proposed activity, please mark the appropriate statement below and return as soon as possible to: Troy Murphy, Quible & Associates P.C. at PO BOX 870, Kitty Hawk, NC 27949 If no comments are received within 30 days of receipt of this notice, it will be considered that you have no comments regarding this project. If you have objections or comments, please mark the appropriate statement below and send your correspondence to the NC Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you have questions about the project, please do not hesitate to contact me at 252-491-81478 or the Division of Coastal Management at 252-264-3901. Sincerely, Troy Murphy (Authorized Agent on behalf of ClubCorp Golf of NC) I have no objection to the project as described. I have objection(s) to the project as described. WAIVER SECTION I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) ✓ I do wish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement. "-&\ff. Y I L, 14 e-d OL--- -?�x a4.3 Print Name Signature of Adjacent Property Ow PO E50X N0-7 N a S kAW6 , Nu Z-7q Scl 25 z- $0 - 5Q Mailing Address and/or Email Address Phone Number DATE: July 6m, 2023 NAME: Julian Q. Moffett & Ellen L. Moffett ADDRESS: 171 Annandale Farm Ln CITY: Staunton ST: VA ZIP: 22401 RE: Nags Head Links Golf Course Shoreline Protection and Enhancement Project To Whom It May Concern: This correspondence is to notify you as a riparian property owner that ClubCorp Golf of North Carolina (Nags Head Links) is applying for a CAMA Major permit to: construct four different types of shoreline protection throughout the shoreline of the golf course including; offshore sills, riprap revetment, open slotted breakwater, and bulkheading, on their property located at 5615 S Seachase Drive Nags Head, NC 27959, which is adjacent to your property. A copy of the application and project drawing(s) is enclosed for your review. If you have no objections to the proposed activity, please mark the appropriate statement below and return as soon as possible to: Troy Murphy, Quible & Associates P.C. at PO BOX 870, Kitty Hawk, NC 27949 If no comments are received within 30 days of receipt of this notice, it will be considered that you have no comments regarding this project. If you have objections or comments, please mark the appropriate statement below and send your correspondence to the NC Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you have questions about the project, please do not hesitate to contact me at 252-491-81478 or the Division of Coastal Management at 252-264-3901. Sincerely, Troy Murphy (Authorized Agent on behalf of ClubCorp Golf of NC) I have no objection to the project as described. I have objection(s) to the project as described. WAIVER SECTION I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement. Print Name Signature of Adjacent Property Owner Lk I I' a r) tyl o fling Address and/or Email Address I do not wish to waive the 15' setback requirement. 'E -I - ,� Date ,5-LfD V30- 9l� i Phone Number ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: 1-) SON .o J 4 )-p F2- Zt Y- zA) s— Oj N l�4 b I A. 6'lAgent B' Received by (Printed Name) C. Date of Deliver e ndu �Tr� ;1's .7_ 11 .2_ D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Priority Mail Express® 0 Adult Signature 0 ll I IIIIII I'll III I II ll l I II Il I II l it Illll i III I III ❑ lMa I Signature Restricted Delivery ElRD Registered T Registered Mail Restrict Certified 9590 9402 7882 2234 2290 83 ❑ Certified Mail Restricted Delivery ❑ Signature Confirmation*' ❑ Collect on Delivery ❑ Signature Confirmation 2. Article Number (Transfer from service label) ❑ Collect on Delivery Restricted Delivery Restricted Delivery Insured Mail 7 0 2 2 3330 0001 7 6 4 5 1712 Insured Mail Restricted Delivery (over$500) _ PS Form 3811, July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1, 2, and 3. A. Signatur ■ Print your name and address on the reverse X ❑ Agent so that we can return the card to you. ❑ Addresse( ' y (Prince a e) a� pf )-.zor "C ■ Attach this card to the back of the mailpiece,gec on the front if space permits. ` 1. Article Addressed to: delivery address different m item 1? ❑ Yes If YES, enter del' ss below: ❑ No 09-) MAO),n,,.-, Py'� Q� . 4 , -)�y Aowk 11-C. a `7 9 9(� 3. Service Type ❑ Priority Mail Express® ❑Adult Signature El Registered Mail II I IIIIII IIII III I II II I I II II i II I II I II I i II Ill III dult Signature Restricted Delivery ❑Registered Mail Restrict Rertified CMail® Delivery 9590 9402 7882 2234 2281 61 ❑ Certified Mail Restricted Delivery ❑ Signature Confirmation* ❑ Collect on Delivery El Signature Confirmation n AaW. nip,. h— frmncfAr from sarvice label) ❑ Collect on Delivery Restricted Delivery Restricted Delivery 7022 3330 0001 7645 1750 —' ued Mail fired Mail Restricted Delivery :r $500) PS Form 3811, July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: ;,kwo 0 A.,AQs -1-IEp0 P(A Po au )Tu, [u4 Cns �J E O o t- a-��s9 IIIIIIIII IIII IIIIII IIIIIIIII II IIIIIIIII II II III 9590 9402 7882 2234 2290 76 2. Article Number (Transfer from service label) 71120 2160 0001 2520 2254 A. X B. 1 / ❑ Agent �L ❑ Addresse C. Date of Deliver Q D. Is delivVy address different from item 17 13 Yes If YES, enter delivery address below: ❑ No ck s 3. Service Type 6 b on Mall Express® ❑ Adult Signature Re ' ered Mail'"' ❑}ldfilt Signature Restrict e99_4 istered Mail Restrlcl Certified Mail® ehvery ❑ Certified Mail Restricted Delivery ❑ Signature Confirmation' ❑ Collect on Delivery ❑ Signature Confirmation ❑ Collect on Delivery Restricted Delivery Restricted Delivery cured Mail 5ured Mail Restricted Delivery ROY COOPER Governor ELIZABETH S. BISER Secretary BRAXTON DAVIS Director EMAIL MEMORANDUM NORTH CAROLINA Environmental Quality TO: The Coastland Times ATTN: Hannah Russ Manteo, NC 27954 legals thecoastlandtimes.net FROM: Lisa Doepker, Administrative Specialist DATE: September 22, 2023 SUBJECT: Major Public Notice: ClubCorp Gold of North Carolina, LLC Please publish the attached Notice in the Wednesday, September 27, 2023, issue of The Coastland Times. Please note that this is for a one -day publication only. The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send the affidavit, an original copy of the published notice, and an original invoice with a copy of the posting to Lisa Doepker, via email at: lisa.doepker@deq.nc gov. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Elizabeth City office (252) 264-3901. Attachment cc: Curt Weychert, Assistant Major Permits Coordinator, DCM, curt.weychert(a)-deg.nc.gov Christy Simmons, PIO, DCM, christy.simmons(a-)-ncdenr.gov Ellie Davis, Accounts Payable, DCM, ellie.davis(a-ncdenr.gov File �North Carolina Department of Environmental Quality I Division of Coastal Management Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909 DepaN ent f EnW -M `i 252.264.3901 NOTICE OF FILING OF APPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The NC Department of Environmental Quality hereby gives public notice as required by NCGS 113A-119(b) that application for a development permit in an AEC as designated under the CAMA was received on 8/23/23. ClubCorp Gold of North Carolina, LLC, proposes to install rock/granite sills and revetment, bulkhead NATRX concrete block revetment, breakwaters and upland riprap., located at 5615 S Seachase Dr, Nags Head, NC 27959, in Dare County. A copy of the entire application may be reviewed at the office of the Division of Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City and reached by phone at (252) 264-3901 during normal business hours. Comments mailed to Braxton Davis, Director, DCM, 400 Commerce Avenue, Morehead City, NC 28557, prior to October 17, 2023, will be considered in making the permit decision. Later comments will be considered up to the time of permit decision. Project modification may occur based on review & comment by the public, state & federal agencies. Notice of the permit decision in this matter will be provided upon written request. PLEASE PUBLISH ON: September 27, 2023 CAMA PERMIT APPLIED FOR PROJECT: Construction of rock (granite) sills, granite revetment, replace timber retaining wall with bulkhead, revetment of NATRX concrete blocks, and breakwater. COMMENTS ACCEPTED THROUGH 10-07.2023 APPLICANT FOR MORE DETAILS CONTACT THE LOCAL PERMIT OFFICER BELOW, Clubcorp Golf of North Carolina, YVONNE CARVER - DCM LLC; c/o Quible & Associates. 401 South Griffin Street, Suite 300 8466 Caratoke Hwy, Powells Point Elizabeth City, NC 27909 NC 27966; 252-491-8147 252-264-3901, ext. 237. See Boo kk_S110V Page.4°t l 8K 1255PG0540 Bwk 1255 . Pages 0340 - 0555 FILED JAM couffy Bc 04/05/1999 ARE COUNTY 4C PM ®i CZS !0 $8650000 BARBARA M. GRAY (`,) R°a R"t ter of Deeds �r � Real Estate Excise Tex P �� ,� �► Document 8 4 lie 11RICISE TAX RECORDING TIME, BOOK AND PAGE TAOLOT NO. PARCEL IDENTIFIER NO. VIEW ED BY COUNTY ON THE _ DAY OF .19 BY MAIL AF RECORDING TO Glenn Be on, Esq. REAL E,5'I'A'i'E Munsch Ha t Kopf 8 Harr, P.C. DARE • 'rRA SVM%' 'r;kX 40M Fountain Place COUNTY ' 1445 Ross Avenue Dallas, Texas 75202 Lt' I i i THIS INSTRUMEN'8 PREPARED BY Glenn Be Callison, E Munsch Hardt Kopf & He P.C. 40M Fountain Place 1446 Ross Avenue Dellas, Texas 75202 xool�\ ` e& BRIEF DESCRIPTION FOR THiDEX: Naga Head Country Club NORTH CAW,9LINA GENERAL WARRANTY DEED THIS DEED made this day of March, 1999, by and between GRANTOR: GRANTEE. COBBLESTONE GOLF GROUP II CLUBCORP GOLF OF NORTH ACQUISITION, L.L.C., a Delaware limit CAROLINA, L.LC., a Delaware limited liability company (successor by merger t liability company Meditrust Golf Group II, Inc., as described 3030 LBJ Freeway on Exhibit "B" attached hereto) Suite 700 3030 LBJ Freeway, Suite 700 Dallas, Texas 75234 Dallas, Texas 75234 Attn: Ms. Mary Cowser Attn: Ms. Mary Cowser This designation Grantor and Grantee as used he>rei� shall include said parties, their heirs, successors, and assigns, and shall include singular, ral, masculine, feminine or neuter as required by context. \ WITNESSi:TH, that the Grantor, for a vaivabie conslderatiotriaid by the Grantee, the receipt of which is hereby acknowledged, has and by these presents doesoant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land s"fed in the Town of Nags Head, Nags Head Township, Dare County, North Carolina and more p"larly described as follows, See Exhibit °A° attached hereto and Incorporated herein by reference. The property hersinabove described was acquired by Grantor by trument recorded in A map showing the above described property is recorded In Plat Book .41p age P Nags Head Nags Head NC Warranty Deed - Page 1 aKI255PGO54I • TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple. And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee simple, that title is marketable and that Grantor will warrant (Z and defend the title against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, �as caused this instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and year first above written. O COBBLESTONE GOLF GROUP II ACQUISITION, L.L.C., a Delaware limited liability company, �j, successor by merger to Meditrust Golf Group II, Inc. Mary C ser, Senior Vice PresidenVMa nag er (SEAL) (SEAL) (SEAL) SEAL4TAMP Q STATE OF� COUNTY OF I, a Notary Public of the County and Statd aforesaid, certify that Mary u% ,enrsonally came before me this day and acknowledged that she is a Senior Vice President/of COLESTONE GOLF GROUP II ACQUISITION, L.L.C., a Delaware limited liability company, successor by merger to Meditrust Golf Group II, Inc., and that by authority dul Ivan and as the act of the corporation, the foregoing instrument was signed in its name by enior Vice President, sealed with its corporate seal and attested by Zohn . as its Sec t e i cj i (A LfiOf N Witness my hand and official sta p or seal, this My commission expires: Notary KiM M1f1�1CAi3 Notary Puhlic, Srate of New York Qualified in Queens Cou Cgmmission Expires Jan. 2,.(. Warranty Deed -Page 2 day of March, 1999. Nags Nead Nags Neac� NC 6KI255PGO542 is/are certified to be correct. This instrument and this certficate are duly registered at the date and time and in the Book and Page shown on the first page hereof. Ir a M Gm"Q REGISTER OF DEEDS FOR 04 COUNTY By Q!X a19eaat9/Ass6stantAeaister of Deeds O ' P:1237 E�1V CAROUt1VAQDED.WPD 4 rdb: 3/2"9 Nags Head Nags Head NC • BKI255PG0543 EXHIBIT "A" (Legal Description) Ills an �. ►an red (feundk a.K. eanetlwrnq With -Sold mu►gln South o d.4r.,• as rnlrwl" S4 «taria• west +e0:27 rra to an r«n rod (found}, thence leaving Limits Drive and fanning South e9 degrees 54 mi+etos 17 seconds Tlost MOO feet to on iron rod Qi (raundk Moue South 30 de/aso 34 minutes 43 soeands West i2e.23 feet to an Iron rod (feundr theses South 53 dooroae St tee 02 eseondo Woo 20B a feet to an ran red (found} thence South 30 degrees 22 minutes 43 wear I west SOO feet to cencrsta motwwmant (famdk thmnnce Soulh 30 degrees 33 niwtoo 28 seeenb [eel 359.4B feet to a concrete monument (fmmd} thence South 42 degrees 25 mbwtes 28 wands East 203.41 feet to an rem red (feundk thence South 40 dog sot 01 minute 05 East 45.29 Not to a concrete monument (tandk tlunq as a aim to the INN with a R-100.0 feet, the tlro►d berg degrees 41 rnrwtes 57 oeeends West 71.03 lost to an non rod (farad} Messes South 01 degree 53 miwtee 47 soeends .36 fast to on ran red (found} thence as e curve to the right with a Roiiol4i feet. the chard being South 13 dogs - 06 es 31 eeaende west 5e.56 Net to an ran red (Nandkk Maws South 24 dgess 23 mrwtes 22 sseends root 46.16 feet to an rod (land}, thence South 22 degrees 46 minutes 37 seconds East le2.ee het to an Iron rod (foundk Masse South 03 09 ~as 50 s•cande EeM 190.3 Net to an non rod (landk thenes South 36 degrees 06 mrwles 53 seconds west 141.23 In the eastern edge of Reemake Sound; Manse as the am edge o1 Me sound as H rI sander in a souenwesterly direction, de Rse being North 20 epees 39 ~vs 24 ss orsde Wed 1211111 19M to an non red (feandk thence loafing the sound thence North 34 degrees 39 minutes 55 seea+ds we 107.25 fast to an Iron rod (fai Manse Note 13 degrees 00 tee 02 seconds East 135.24 Net to an ran rod (fandk thence Nei U SS degrees 20 minutes 05 socends west 24.07 feet to ran rod feundk thence North 34 degrees 39 minutes 55 seconds east 9e4.73 root to a concrete mamrment (round}, than th 39 1 p 29 mbwles 23 seconds East 304.09 feet to the piece and P.O.B. CenlMvrnq 469176 �nr Net or 11.23 acres, more or le••, and being as o/ the open spec-, 14th and 13tA Creep, as dacrbsd b pst� doer 450. pegs 166, er IM Oero County ReglsbX Subset to a Sound Aeeees se•anent containing 1.67 oeres and *mare particularly shown and descried In Plot Cabinet C, Slide 12" of Me Dore County RegNfri l� Open Space B-1 *1101O Beginning at a concrete maNnnandnt b M• narM•rm right e/ wry e/ 6eyrnsadsw Orly, Tp9fT Oi BEOINNiNfi sold Iron Hake having N.C. 0rld of N-OWla732 E-3003150.900 ton Mare being leeatod NORTH 36 DEGREES 23 MINUTES 00 SE WEST a distance of 2137.745 feet from N.C. VM 4onwme nt 'Deugles 1974' havhy Grid Ceardb N-60e927.207 E-3004930.741 and t j rem the beginning as a airy to the right with • of 370.41 rest and an we Iapth of 171.0 feel cr being NORTH 39 DEGREES 30 MINUTES 39 SECIPFM WEST a distance of 170.07 -eat theme@ NORTH 55 OEGtEES to MINUTES 30 SECONDS AST s distance of 103.41 feet to a found comae!. In t; there• NORTH 10 DEGREES 33 MINUTES 20 SE T a distance of 469.02 lest to a found come►•ts t there• NORTH 01 DEGREES 01 MINUTES 36 SECONDS e distance of 279.04 feet to an Iron red found; tnsnce NORTH 29 DECREES 41 MINUTES 20 SECONDS e distance of 127.20 Net to an ran red found; there• NORTH 52 DEGREES 55 MINUTES 53 SECM 0It WES (� a distance of 65.56 feet to an rem red forme; !r •old ref red being In the seat rna gin of Bay *aft Drive /C1 erne thence continuing as said east margin \� NORTH 25 DEGREES 50 MINUTES 32 SECONDS EAST O distance of 1Ot.e2 feet to an Iran red fond; thence of e curve to the left with a rafts of 500 fee► she chard bi NORTH 00 DECREES 45 MINUTES 56 SECONDS WE e distance of 449.45 rest to an ren red rand; thence NORTH 27 DEGREES 2e MINUTES 26 SECONDS VEST a distance of 275.70 feat to on ran rod farad; Cave rkW R; S67.43 CS NORTH 23 WORKS 24 MINUTES 42 SECONDS VEST a distance of 90.40 fact to an ran red land thence as e turvs to the right with a ►oaths of 20 lost the chard be" NORTH 22 DEGREE 4 OS MINUTES 24 SECONDS EAST o distanes of 2647 test to an ran red found; thane NORTH 63 DECREES 41 MINUTES 26 SECONDS EAST a distance of 191.47 feel to an ram red farad b eel west right M way Its• M U.S. 158 and Nonce as said riot M way 14 .. - 1 r .1 „u Begrminq at an ran Make round send non Males hevMq N.C. Crld l.eordlnates N-6060660.97J3 E-J0063S41.04/5 and mrminq NORTH 73 DEGREES 57 MINUTES 04 SECONDS EAST e distant- of 331.71 lest to an boon stake found; M the western margin of U.S. 15e (150 root right of way); thence with sold western right of way line SOUTH 26 DECREES 2e MINUTES 16 SECONDS EAST a dkntenee Of 629.41 feet to en fen ticks found h sold rlght of way line at lot Intersection with the northern right of way line of Beymeedow Drive: thanes with the northern right of way One of laymeadow drive the fallowing SOUTH 63 DEGREES 31 MINUTES 42 SECONDS WEST a distance of 107.09 rest to on fen stake found, thesis as a curve to the right having a radius err 263.71 feet with the chord being SOUTH 74 DEGREES 22 MINUTES 05 SECONDS WEST a dislosses of 99.20 feet to an ran stake foundd therm as e curve to the left hevrnq a radius of 375.e6 feet with the chord being SOUTH e1 DEGREES 41 MINUTES 39 SECONDS WEST e aNton" of 46.09 lest to a Iron rod found h veld northern right of way line; Mauee NORTH I1 DEGREES 49 MINUTES 15 SECONDS WEST O dhlonce Of 50.00 feel to a point; theses SOUTH 74 DEGREES 22 MINUTES 05 SECONDS WEST o distance of 56.61 feet to an ran stake found; thence SOUTH 19 DEGREES 26 MINUTES 34 SECONDS EAST a dblonce Of 50.00 feet to an ran stake found ld Ma northern right of way lip, of Bo)a oodow Drfw. hernce with the north right of way One of Beymeodew Drive TH 70 DEGREES 13 MINUTES 52 SECONDS WEST o distance of 4.2e feet to an ran stake found and a anSOUTH 62 DEGREES 54 MINUTES 17 MINUTES WEST ee of 136.7 Net to an ran Make rand ti north right of way One of BO Drive; tin se TWIN 20 DEGREES OS MINUTES 43 SECONDS WEST e dh>Aohm of 25.54 feet to an ran stake farad; C• (� Page 1 Ni SOUTH 26 DEGREES U MINUTES 1e SECONDS EAST o distance of 840.56 feet to on bon rod found; thaNW SOUTH 28 DECREES 28 MINUTES 1e SECONDS EAST o Gstslnce of 747.31 feet to an Iran rod found ti ter western f4htflofflway of NC 15e (150 foot right of way); SOt114f 773 DEEOIK S S� tf MPWM 04 SECONDS WEST e distance of 407.67 feel to an ten rod low. IF thence SOUTH 31 DEGREES 02 MMYES 33 SECONDS WEST a distance of 617.71 tool to the Point of Beginning CehIWI 666646 roues toot or 15.35 arcs n+re or less lK 1255PGO544 thence NORTH 32 DECREES SD MINUTES 57 SECONDS a distance of 151.11 feet to an Iron slake found; KS lance thence NORRTH 07 DECREES st. YNUTES 12 SECof05 o dlston" of sass test to an ton stake found; thence NORTH 14 DEGREES 02 MINUTES to SECONDS o piston" of 140443 feet to an ten stake found; thence NORTH 13 DECREES 27 MINUTES 21 SECONDS a distance of 167.60 feet to an ton stake found; thence NORTH 59 DEGREES 29 WINUTES 23 SECONDS a dislance of 63.00 tut to the Poet of 11"Innin9 .nM....o i 47 R7a ...�n.• /w. , l 5� . " n. p OP•t+ Space C-1, �•m soot. let. lath. 17M, lath peen and Open soap O-1 r i �.a 1;. 1 and a dbtehe• of 71.4 fog to an ten rod found �ORTN Oa DEt.�1EE5 03 MINUTES Se SECONDS 11E5T `( Vdfstand of 74.39 feet to an tan red found; yf�gn sOUTM el OEORfEa 40 MINUTES 53 SECONDS f1EST �a �tonc• of 720.49 toot loan ton rod found; tberielI SOUTH 70 DECREES 12 MINUTES 00 SECONDS WEST o lames of 106.43 feet to an tan rod found; ther(Ze NORTH 45 DECREES 12 MINUTES 14 SECONDS WEST o dW Of 6e.35 feet to on tan rod farad; th•nei�ORTN 16 DECREES 50 MINUTES 13 SECONDS WEST a diet f 02.17 reel loan ten rod found; IRene• Of DECREES 54 MINUTES 13 SECONDS EAST a distance 01.51 feet to 0 found concrete monumant; thence 7e DECREES 15 MINUTES 41 SECONDS EAST a distance of 492.44 feel to an Iron red found; theme• NORTH V4�MKGREES GREES 41 MINUTES 46 SECONDS EAST a distance ofloot to an Iron ►ed found; themes NORTH 37 MINUTES 43 SECONDS EAST a distance of 1 feet to an Iran rod found; themes curve to r o rodlw of SOD feet chord being NORTH 06 DEGREE T[S 29 SECONDS WEST a distance of 2a3e 1 to an tam rod found; thence NORTH 05 DE 31 MINUTES 11 SECONDS WEST a distance of 60.12 lee am bon rod found; thence curve to feltffMWUSoV 95 feel chord being NORTH 12 DECREES 2604 SECONDS WEST o distance of 135.55 toIron rod found; theme* curve to left radeel chord being NORTH 64 DEGREES 24 SECONDS WEST a distance of 26.40 loot to on`Iren red found; thence cues to t a ►Odle• of 405 feet chord being NORTH 09 DEGREE 22 MINUTES 3e SECONDS WEST o distance of 14a35 feet to an tan rod found; theme* SOUTH 29 DECREES 26 MINUTES 43 SECONDS VEST a distance of 76.66 feet to a found concrete mom nw1I thence SOUTH 61 DEGREES 20 MIUTESCONOS WEST a distance of 437.35 feet to o farad s merriment; thence NORTH 63 DEGREES 40 MINUTES S.L�ECONDS WEST a distance of 10IL43 fell to an ban rem i�d; thence NORTH 35 DEGREES 01 MINUTES 41 S[dONOS EAST a distance of 130.67 toot to an ten red j thence NORTH 23 DEGREES 06 MINUTES 23 SES EAST C 0 C 22 SECONDS EAST HEST EAST WEST WEST C 0 C 22 SECONDS EAST HEST EAST WEST WEST 6K 1255PG0545 a dislonce of a1.S1 foot to an won rod found; (hence NORTH 17 DEGREES 19 MINUTES 91 SECONDS WEST a distance of 146.47 lest to on Iron rod found in the south morph of S@oeh090 Drive; Tbeme Curve AIR R: 620t10 C9 SOUTH 01 DEGREES 51 MINUTES 09 SECONDS WEST o distance of 37.37 lest to on Iron red �-tea• thence SOUTH 79 DEGREES 12 MINUTES 04 SECONDS %EST a dlstaros of 179,66 feel to an iron red fourth; thence ae a curve to the Mot wfth a radius of 530 feel the chard NORTH 79 OfCREE3 33 MINUTES 40 SECONDS WEST 07 SECONDS HEST the chard being SOUTH 22 OECRE[S 4/ MINUTES 57 SECONDS WEST O e elstone" of 71.03 feel to an Hon rod found; thence SOUTH 01 DECREE 53 MINUTES 47 SECONDS NEST �(NP distant• or 50.3a rewl to an ran rod found; ` �thence as a curve to the right with o radus of 145 feel C ' _ chard being SOUTH 13 DEGREES 06 MINUTES 32 SECONDS NEST 0 once of 56.92 feet to an Won stale four4 met SOUTH 24 DEGREES 23 MINUTES 22 SECONDS NEST a ante of 46AG feet to an Iron stoke found; th n SOUTH 22 DEGREES 46 MINUTES 57 SECONDS EAST a d 1 tie of 162.69 feet to an Iran stoke round; then SOUTH 03 DECREES 09 MINUTES SO SECONDS EAST a dint of 199.3 feet to an iron etc** found; theme* WT 36 DECREES 06 MINUTES 53 SECONDS WEST a distan 1 141.21 feet to an Won stake found; an the • tern edge of Roanoke Sound and ems theme* at the edge of the Roanoke Sawmd at It meanders, tie lime being, S*TH 35 DECREES 06 MINUTES 03 SECONDS EAST o distance of�{1.69 feet to an iron rod found and SOUTH 41 DEGRM 10 MINUTES 12 SECONDS EAST o distance of 1 loot to the point of beginning Containing 2.560.t sowore feel or 56.62 acres more or I•ss Y� Open Specs A-2 and Ste►" 'A' Open Spoeo BegInmIng of an Won rod sold ran rod having Grid Coordinates N-607135.2 E-3003174.3676 being loealed on the eastern edge of Roanoke Sound and running NORTH 62 DECREES 31 MINUTES 06 SECONDS EAST a distance of 112.00 foot to an Won rod found; thwncs NORTH 62 DEGREES 31 MINUTES 06 SECONDS EAST a &intone" of 363 7S feet to an Wen r found; them" NORTH 62 DEGREES 31 MMU SECONDS EAST a distance of 639.63 feet to a loon cut• monnxnent h the western right of war li» of US (130 rope rtght of war} thence with the westem right e/ war IIn y� US I" NORTH 20 OEOREES 26 MINUTES 16 SEtO1fD9 NEST e distance of 366.92 lest is an ran roe ?To al the Intersection of sold .""term right st of US 13a with the southern right of way line of, §"oa&ow Drive; Page 3 C 8KI255PG0546 thence .Nth the southern rlpht al .e7 lime of fold *odo■ Drive the fb9oal 9 2 calls SOUTH 63 DECREES 31 MINUTES 42 SECONDS WEST a distance of 77.36 feet to on ran red fewW and a curve to the right wth chord be" SOUTH 94 DEGREES K M INlUTES 34 SECd10S HEST 0 distowe of 22.00 lost to on Iran red found; thones SOUTH 63 DECREES 34 MINUTES 25 SECONDS EAST o distance of 96.36 feet to an Yon red found; thence SOUTH 29 OECREES 26 MINUTES 16 SECONDS EAST distance of 20MOO toot to an from red found; thence SOUTH 26 DECREES 46 MINUTES 43 SECONDS WEST a distance of 45.74 feet to a found concrete monument: thence SOUTH 60 DECREES 42 MINUTES 41 SECONDS WEST a dletafte of $14. f! Mt to as Von red Found; themes SOUTH 77 DECREES 21 MINUTES 38 SECONDS WEST a distance of 25.7 fast to an ran rod Nand: thecae NORTH 00 DEGREES 00 MINUTES SS SECONDS NEST o distance of 140.M feet to an ran rod found; 1:10 NORTH 10 DECREES 34 MINUTES 03 SECONDS EAST e distance of 143.84 feet to an Iran rod found; Cerra left R 776.74 p SOUTH 74 DECREES 37 MINUTES 33 SECONDS NEST a distance of 26.99 feet to an ran red found; thence SOUTH 06 DEGREES 42 MINUTES 30 SECONDS NEST a distance of 134.50 foot to an Iron rod found thence SOUTH 03 DE01lEES 13 M M1ES 20 SECONDS WEST a distance of 146.69 foot to an Iron rod farad: theme@ SOUTH 77 DEGREES 21 MINUTES 36 SECONDS WEST a distance of 70.91 feet to an Iron rod found; thefts SOUTH 39 DEGREES 19 MINUTES 34 SECONDS WEST a distance of 105.10 is" to an Von red found; theft• SOUTH 39 DECREES 19 MINUTES 34 SECONDS WEST o distance of 320.00 foot to a fowmd comets fraw "ant: thence NORTH 30 DEGREES SO MINUTES 16 SECONDS WEST e distance of 156.06 feet to an ran red found; themes NORTH 07 DEGREES 07 MINUTES 30 SECONDS WEST a distance of 314.43 feet to an Iran rod found; there@ NORTN 13 DEGREES 33 MINUTES 10 SECONDS EAST 0 o distance of 74.62 foot to an ran rod found; themes NORTH 76 DEGREES 24 MINUTES 90 SECONDS WEST XA=dielance of 4f.97 feet to an ran rod found; NORTH 13 DEGREES 35 MINUTES 10 SECONDS EAST tone@ of 60.09 feet to an Van rod found NORTH 64 DEGREES 46 MINUTES 23 SECONDS NEST one@ of 45.64 feet to an Iran rod found d elfin "d right of .oyy North 64 do ►e« 46 (t�t 23 sseornds West 9.17 feet to on irem+ rod Jim continuing with the curved ►4ht or fl/f fop Yoedow Drive to the right of war having . of 230 feet. the chard be" North 35 fnrwtos West 302.23 feet to an iron ) ti geld right of wet! them continuing with eeld right of war North 09 degrees 36 mrwtos 26 seconds East 136.69 feet to an iron Woo (found) In right of way, thence continuing with geld t of war to the left, having o ►oa of 72 . fe@t, the chord being North M degrees SJ mrwlos 15 Ee»! 94.ti0 feat to an direr+ rod (found) In told r f way: thence $semAmq said right or war North 69 26 minutes 36 seconds west 171.76 feet to a ten le monument (found} thence North 63 degraos 15 tee 37 eeands West 146.69 feet to an ran roe (round North Sa degrees 54 mrwlot 26 seconds West 133 to an ran rod (found} thence South 73 degrees ?9 m N saeofmds West 65.0 test to an Iron rod (found);.thsnes 73 dsgr9" 29 minutes N seconds West 21.33 fool to an Men (fount} thence South 23 Degrees 05 mtfut« 06 eecefdo SW2 fool to an Iron rod (fou dy thence South 49 degrees 41 tee 42 seconds West 140.16 feet to an Van rod (found) an the eastern etde of the Roanoke Sound; thence as the eastern We of the Roanoke Sour4 the tie the being South 33 degrees 49 minutes 34 seconds East 61699 feel to on ran rod (found) of the eastern ow@ of Roanoke Sound: themes continuing with Vold eastern side f Roanoke Sounde the lie time being South 27 Oeprsee 16 too 31 seconds East 661 99 foot to the Ieglnnimg, eonlamnh 06 acres. 787,564.80 0 C��l ODam space G-0 ♦ E-1 CombY+ed B•gllwnin9 of o found eerwel• monument having NC C►Id Coo►dh ales N.611319.07, E=30019a7.496 and nnmYng thence SOUTH 25 DEGREES 57 MINUTES 36 SECONDS EAST a "once of 312.53 feet to a tan red found theme* SOUTH 25 DEGREES 37 MINUTES 38 SECONDS EAST a distance of 170.52 feet to a ten rod found; thence SOUTH 10 DEGREES 47 MINUTES OS SECONDS MIST a distance of 6S.S1 feet to a ten red found; thence SOUTH 22 DEGREES 29 MINUTES 33 SECONDS EAST a distance of 136.54 feet to a tan rod found; thence SOUTH 67 DEGREES 01 MINUTES 23 SECONDS EAST a distance of 135.77 feet to a tan red found: thence SOUTH 11 DEGREES 16 MINUTES 36 SECONDS EAST a distance of 119.00 feet to a tan rod found; themes SOUTH 23 DEGREES 36 MINUTES 69 SECONDS WEST a distance of 33.64 feet to o ton rod found; thence SOUTH 42 DEGREES 30 MINUTES 36 SECONDS WEST a durance of 122.51 Not to a ton rod four" thence SOUTH 71 DEGREES OS MINUTES 30 SECONDS WEST a distance of 191.32 feet to a tan rod faun* thence NORTH 67 DEGREES 36 MINUTES 51 SECONDS PEST a "nonce of 4a04 feet to a tan rod found; theme. NORTH 69 DEGREES 36 MINUTES 04 SECONDS HEST a distance of 140.60 feet to, a ten rod farad: theme SOUTH 37 DEGREES 10 MINUTES 04 SECONDS WEST a distance of 69.03 feet to a ten rod found: thence SOUTH 35 DEGREES 06 MINUTES 32 SECONDS WEST a distance of 77.01 feet to a tan rod found; theme* SOUTH 19 DECREES 51 MINUTES 53 SECONDS WEST a durance of 54.6a feet to a train rod round In the met? east rnarptn of Soochase Orfw, theme as a Curve to the right rodus of 470 feel the Mar" seta NORTH 66 DEGREES 39 MINUTES iS SECONDS WEST a distance of 136.20 feet to a tan rod found; themes with sold northeast right of way Ilow (60 loot right of war) ✓NORTH S6 oEdKfS 1t MINUTES 23 SECONDS WEST o distance of 109.14 feet to a ton rod found; h e as a curve to the Hot Iwvtng o radius of 570 feet the a �ar Ueing NORTH 24 DEGREES 41 MINUTES 04 SECONDS WEST +ce of 631.52 feet to an ton rod found In said right of war Menu timing with the test t of way line of Seachase Drive NORI t6DEGREES 57 MINUTES t SECONDS EAST a dietpn0s of 155.22 feet to a found Concrete monument; thenev'%OtUTH 79 DEGREES 09 MINUTES 16 SECONDS EAST a ditto I ISS.93 feet to a ton rod found thence J11 DEGREES 15 MINUTES 06 SECONDS EAST o distant• 199.60 feel to a ton red found; theme* NOR 6 DEGREES 56 MINUTES 16 SECONDS EAST a distance a 32 foot to a tan rod found; themes NORTH 26 GREES OS MINUTES 44 SECONDS EAST a distance of 1 .12 feet to a ton rod round; thence NORTH DEGREES 29 MINUTES 34 SECONDS MEST a distance of 393.26 �1 et to o ton rod found; thence NORTH 54 OEGTtECS 27 MINUTES 44 SECONDS WEST a distance of 77.42 t to a tan rod found; thence NORTH 24 DEGMS 10 MINUTES 45 SECONDS WEST a distance of 53.71 feei�it'�L� a ten rod found; thence NORTH 12 DEQrEES jS3 MINUTES 34 SECONDS EAST o distance of 62.39 /set o ton rod found; thence NORTH 16 DECREES MINUTES 52 SECONDS WEST a distance of 129.40 feet t tan rod found: thence NORTH 26 DEGREES 2 TES 06 SECONDS WEST a distance of 259.29 feet to concrete monument im the southern right of nay o aee DrM; thence as Me sold right of war to Me left hovin a radius of 241.77 l st, a rd S•tmg NORTH 60 DEGREES 25 SECONDS EAST a distance of 23(60 feet to a ton rod found; BK 1255PU054 I Rine: 44 MINUTES Mane• �entrrwwttqq .lM M• southern t o/ veer Ina o/ SeaMeee Drive NORTH 63 DEGREES 31 MINUTES 42 SECONDS EAST a distance of 213.70 feet le o Iron red loon": thence SOUTH 26 DEGREES 26 MINUTES 16 SECONDS EAST a distance of 485.00 feet to o tan rod found: thence NORTH 63 DEGREES 31 WNUIES 42 S EAST o distance of 30.00 feel to a tram rod f theme* SOUTH 29 DEGREES 37 MINUTES 40 EAST a distance of 310.01 feel to " Point of Containing 669930.69 square feet or 20.43 ocroo are or Nee. BK1255PGO548 MINUTESodd Vim rod beWq In the northern right of way (Mot of way %uls EmN30011297sO12111 and runs Um as the m*tl right of way of radius of 5OL23 49 the chord be" 03 SECONDS EAST a distance of 74o73 ket to an Iran rod fw4d; U once NORTH 33 1 } 08 MINUTESJ IT a distance of S?oBS fed to an Van red ftmr4 1}49 MINUTES DEGREESa distance of 114.00 Fast to an Won red found; 44 MINUTESSECONDS 1 'Et''Et'l 53 WOKMES 14 SECONDS YAW a distance of 77*75 feet to an Iran rod Imi, ] i 12 MINUTES 09 SECONDS 1' a distance of $7.50 W to an Van rod fouind: ] }' 45 MINUTES Of SECONDS WEST a distance of a feet to an Irom rod imp, d; l} 31 MIN11.111" to SECONDS MY a distance of 293665 fed to an ban red fm k, DEGREES 41 MINUTES SO SECONDS WM DEGREESa distance of 7634 feet od (mot 45 } 18 SECONDS WEST a distance of 40*48 feet to an Irm rod J } 43 MINUTES Y SECONDS WEST a distance of 59*99 fee to on Iran rod; thence NORTH 17 DEGREES 21 MINUTES 10 SECONDS VW a distance of 2&83 feet to an kron red ftund; J} DEGREESa distance of M93 foot to a found conmrsto monument: Y } }` • 130 SECONDS WEST 3A distance of 164.88 feet to an Pan rod Pound In the Ceres NO Le W33 ■• MINUTESSAWN 48 DEGREES 31 MINUTES 15 SECONDS VCST N; tones of 38&62 foot to an Iran d found; . V• li 47 DEGREE a of 33&00 1*0 to an Won rod found: th:; TH 27 DEGREES 06 MINUTES 45 SECONDS EAST a diet 42le2l feet to a found concrete mbwpjnwto Conte" 4952 N�59w"s feet or it.37 owes mom or kmm a distance of 504,37 foot to the Point of IN 16 - q Beach Ckpb J] J 1• J} } I/ } Of vp the shordt" l 23 WWIL3} A 1 • � ANenes N I6161 fMt U a 08aUN101111 BK 1255PGO549 lhernee SOUTH 63 DECREES 29 MINUTES 49 SECONDS HEST o distance of 127.62 toot to an ran red found; thence SOUTH 63 DECREES 29 MINUTES 43 SECONDS HEST a distance of 110.00 fast to an ran red found; thence SOUTH 31 DEGREES 26 MINUTES 43 SECONDS NEST e distance of Tt7.6t lost to On ran rod town* Manes ""'M 63 DECREES 26 MINUTES 43 SECONDS WEST o distance of 153.00 feet to an Iron rod found; thence NORTH 70 DEGREES 00 MINUTES 13 SECONDS HEST e distance of 30.00 feet to an ran red fewnd; thence SOUTH 63 DEGREES 29 MINUTES 43 SECONDS *EST a distance of 33.00 feet to an ran rod found In the tastam right of way line (right of way varies) of South Seachose Drive: thence with the curved eastern fight of way I1ne Of South Seeeheee Drive a curve to the left having o rodius of 373.23 fast the Nerd being NORTH 33 DECREES it MINUTES 34 SECONDS NEST e distance of 142.16 last to an ran rod found: thence continuing with eastern "Irt of we fine SST Nd1TN 4t DECREES 00 MINUTES 3 S[ a "once of 43.64 fast to an non rod farad; thanes comill iq with the Curved eastern right of way line o curve to the left having a radius of 233.43 test the chord being NORTH 57 DEGREES N MINUTES 26 SECONDS WEST a distance of 135,60 feet to an ran red found of the into see tion of this right of way of said South Seosld• Drive with the eastern right of way one (60 feet riot of way) of NC 12; into with the sestern riot Of way We of NC 12 NORTH 13 DECREES 31 MINUTES 22 SECONDS EAST e distance of 75.62 foot to an Iron red found; thence continuing with the eastern right of way line a curve to the left with a radius of b666.62 feet the chard being NORTH 09 DEGREES 39 MINUTES 20 SECONDS EAST o distance of 1301 feet to the Point of Beginning Conlelninq 192971 square Not or 4,43 acres mars or Ism. �0 No" Need Geis Lime Maintalme nce Beginning at a ran red found In the southern margin of Ssaehase 0"" sold ran hi inq NC Oral Coordinates N=B1201B.3746, Em3001606.73t16 and runs thence SOUTH 26 DEGREES 26 MINUTES 16 SECONDS EAST ti distance of 463.00 fast to a Iron rod found thence NORTH 63 DECREES 31 MINUTES 42 SECONDS EAST e Mtance of 30.00 fast to a Iran rod found 4e NORTH 63 DEGREES 31 MINUTES 42 SECONDS EAST ante of 210.13 fast to o ran rod found t NORTH 26 DEGREES 26 MINUTES 16 SECONDS WEST a co of 203.00 foot to a Iron rod found Men SOUTH 63 DEGREES 31 MINUTES 42 SECONDS WEST a diet" of 210.00 feet to a ran rod found thence {OUTN RIWOR[[970MMUTES 09 SECONDS [AST o "tomes of 219.87 Not to a ran rod found In the south el Seeeha« Drive thence a, margin SOUTH 63 DEGREES 31 MINUTES 42 SECONDS o distance of 30.0 fast the Pohl C 34 antssnIrng 37 S. 3a guar• last or 1.3236 ee►« more or Ion. Mld—Enlrant• Open SOOC4 Entry (� Begrnin at on ran rid ten P.O.B., M.4,q N.C. Grid Coodrnotes of 1,034.7BB X.3.002.650.399 and rams thence NORTH �IEGREES 31 MINUTES 42 SECONDS EAST e distance of 66.05 test th an ron rod found In the western right of way line (130 feel right of way The) of US 13a; thence with sold "stern right of wiling of US 136 INU SOUTH 26 DEGREES 26 MTES 16 SECONDS EAST a distance of 694.63 feet to an Iron rod found ti the western right of of its hlereeetien with the north right of war fine of Seethage Drive thence SOUTH 63 DEGREES 31 WWUR'S 42 SECONDS WEST e *laterite of 217.16 foot to on Irdtiiiidll found; thence continuing with S4oehaas ork twre 10 the right th having a radius of 279.32 lost e ej,A BNnq SOUTN d0 DEGREES 11 weer IIn4 MINUTES 1S SECONDS WEST o dlelene• o/ 160.13 feel to on ran r N sell north right of war Ilea; therit4 MOR1N 02 0E0111EES i] MINUTES CORDS HEST o dhlence of 621.96 fast to an Yon red Mnce MOTH 16 DEGREES feet 34 MINUTES 0 SE QNOS WEST adistance lonc• or 263.66 feet to the Point el B�ginh Contoini+ 177,7 S 9 2 •guar• faster 4.06 acres 76 or lase. EXHIBIT "A" (Legal Descri tion) Nags Head Golf Links, Naga Head, North Carolina Cal i � 6K 1255PGO550 1 1ICE, M • • 1 1• 1_ • 1 1• • sLgINNZNO at a point where the southeastern line of Old Nags Head Cove intsr- seats the 019h water mark of Roanoke Sound as shown on slap recorded in Map Book 4 At Page let Dare County Registry# and runs thence from said beginning j� point in a southeastern direbtion along the high water mark of Roanoke Bound v approximately 90,feet to a corner with property conveyed by Ammons Dare oCorporation to Carolina golf Group Limited Partnerships and runs thonco with the line of Carolina Golf Group Limited Partnership as follows: (1) North- 0 390 SS• East 102.00 fast, (2) North 13. 00■ 02• East 135.24 feet and PN North 530 200 Os• Nest 24.07 feet to a point in the line of Old Nags is FW4d Covs�,and runs thence along the line of Old Nags Head Cove South 340 3 ' SS• Nest approximately 219.33 feet to the point of Beginning: and being pe rty designated as 'Sound Access• on map of Property of Ammons Dare Cor- por ion by Ouible and Associatee, P.C., dated 11-30-e9, and containing appipA%Lmately 0.34 acres. ' All ub rground waters beneath the property is The village at Nags Head are underf ed to bs a part of tM available treble on area and disposal of all effluent colleated by the waste water treatment system operated by Ammons Dare Corporation, and Declarante and this Grantee, its successors, heirs or assigns, shall not commit any act that would interfere with thi■.systemt however, it Is understood and agreed that this easement to use the underground water shall in no way 1p*!wvfere with Declarants or Grantees of Declarants use of the /Lmprovemen n the surface. Declarants and all Grantees of Declarents, their !fairs and a gne, are prohibited from constructing a potable water supply wal withie: the b ds of this property and agree to convert to the Naga Head rater fyetir n. ur:;g4;:ore, Ammon■ Dare Corporation, permittee of the sewerage dis- posal systea, a the etats of North Carolina reserve the right to enter on property a yVdfor groundwater monitoring and rem■ediation purposes. Y� ►BAR-3149 11:2i From:G00DWIN, PROCTER d HOAR 61T9739468 T-521 P.03/07 Job-023 State of Delaware �0 Office of the Secretary of State pAc>tr >L Cr�l I, EDWARD J. FREEL, SECRETARY OF STATE OF THE STATE OF Y'` DELAWARE, DO HEREBY CERTIFY THE ATTACHED I9 A TRUE AND CORRECT OVY OF TEE CERTIFICATE OF LIMITED LIABILITY COMPANY OF • "CPBBLESTONE GOLF GROUP II ACQUISITION, L.L.C.", FILED IN THIS OFF I ON THE THIRTIETH DAY OF MARCH, A.D. 1999, AT 19.15 O'CLOCK P.M. 3023340 8100 991123968 AUTHENTT� ON: 9659960 03-30-00 h MAR-31-99 11 W From:G00DWIN, PROCTER A HOAR 61T9T39486 T-621 P.04/07 Job-023 11O F80M BUT P (TUE) 3. 30' 99 13:23/ST• 13 %22/H0. 4261979219 P 2 �- CERTIFICATE OF FORMATION OF C050 RSTONE GOLF ORGLIP II ACQUISSMON, L.L_C. •The undarsigned,.. i „ ._. ., , empanyo 2.Addm ffi@!- Th6&4dxunfdwCamanvsrm&uved ce n thft SUIs 4f [I 4Wi O It 1013 C"tro RM, Now CasOn ro w nty. wl[gel mmo 100060 3. Tom namo df I: psny's tag fib* agent w Comm of Irmis tB Cellttw Sw ICA p'ar+yI and the �tddrms of � t+eeWurad anent is101 Cants Read. �tQn, Now Coods Cownty. t]W+arraara tsacs. 5 C� ;=0_ XuRwr}ard, Oiiarduorized Person N6 0 I �X �Q STBTS OF DBLAXARZ SWRE ARY OF STAB (� DIVISION Or COR PAMArS Fzzzv on? I16 FW 03/w/2999 991123968 — 3023340 C ^ � C- MAR-31-99 11:27 From:G00DWIN, PROCTER i HOAR 6179739488 State of Delaware T-521' P.05/07 Job-OZ3 �O xool�` xool�` C� DELA1aARE, DO 8ER88Y CERTIFY THE ATTACSED IS A TRUE AND CORRECT OF THE CERTIFICATE OF MERGER, WRICR MZRGES: • �11MIDITRUST GOLF GROUP Ii, INC.", A DE %7= CORPORATION, �qTH AND INTO "COBBLESTONE GOLF GROUP II ACQUISITION, L*LoCQ, ER Tn NAME OF "COBBLESTONE GOLF GROUP II ACQUISITION, L.L.C.", A LIMITED LIAEILITY COMPANY ORGANISED AND Office of the Secretary of State pAc1c 1 I, SDHARD J. FREEL, SECRETARY OF STATE OF T8E STATE OF EXISTING UNDER THE LAWS OF THE STATE OF pELAWARE, AS RECEIVED AND FIL>&D IN �IS OFFICE T8E TRIRTIETB DAY OF MARCH, A.D. 1999, AT 1:16 01CLOD"ME A FILED COPW THIS CERTIFICATE HAS BEEN FORWARDED TO THE NEW CASTLE COUNTY 3000RDHR OF DUN* 30233�0 8100Di 001123094 AUTHENTiCS�iTON: 03-30-99 LIAR-31-99 110 From:GOODWIN, PROCTER i HOAR 6179739408 T-621 P.06/07 Job=023 FROM I[NMT (TUE) 130' 99 13: 24/ST.13:22/N0. 4261979219 P 4 �O CUMPICATC Of M61lORlt Q% The undmigned, Col3bW one Goff Group 41 Acquisition, L.L.C., a Delaware limhai liability company, purizuern to beaion 2b4 of the Delaware General Corporauan Law and Section 18409 Of me Delawaflfr Urn ted U2011111y COnlpgny AM Moot CW"*t As follows_ C7 o I'IRS'f' The name and zwTa of gomlole of each of the consthucat enMes ar ie. CT! O iLn hen of Dami s .C- CoaWwone Gaff Oroup ll Aquisgion, L,L.G. Delaware Meditruet Golf +3" 11, Ino- DeISWaro ND: An Agmanwnt and Plan of Merger (the I%n of Merger') fat die maTer Mw IAsrosr� Leif Meditrtm Geri Group II, Inc (jWmme) with and into Cebblastnne W Group 11 Atlfelflon, L.L.C. one'6urWma Canpaane) nos been approved, *4opw. aeruW execum and acbtawledgetf by taco of tM caA$*u*M*M0Ws in aocwdanee with the provaian>s of Racoon 284 of the Dolawut GsntrW Corporation law and 8*4on 18.209 of the Delftme LirAJW Liability C6MP0lMy Aa, THIRD: `Tne surviving 11mod hao ty company of the Mew is Cobbertone Golf Group 11 Ac.7quisi ioro.LC., a Delaware Gmtted gdift company. FOURTH: lZ, Imificate of fortnadon of Cobblestone OQlf Group II Acqu101on, L.L.C. Sul be the cert�Ylcaw bf f6 ation of the Surviving Company. FIFTH: T `net x�aaltad Plan of Merger is an flit it Ift prindpal j> eco of Mainew Of the surviving Compaq etP30 13J Freeway, Suitt 700, Dallas, TGm 76234J703. GiNm: A copy � Plan of Morgor win co fumisrad vy Inv ®wwivin8 C.emPaftys on ryqum and wMw cost, to tray etoftolderof any eonatimm eorporWan or my member of any eortitrtuent ladted Rainey ccmpa�ty. ftN"1'M: The Mercer we bacama effoctive upon filing. IRE"MER OF PANTIONALLY LEFT BL ANIQ �Q STATZ OF DUAWARP ==TIRY OF SrA2Z DZVISZOv Or OORPOR ryol s FZZZD 01r26 A!( 03/30/19,99 9D1123974 - 3023340 �s WR-31-99 11:28 From:000DWIN, PROCTER i HOAR 61T9739488 T-521 P 07/07 Job-023 FROM MNAT �O C� (TUE) 3, 30' 99 13:24/ST.13:22/NO, 4261979219 P 5 IN WITNESS WHEREOF, C086LESTONE GOLF OR4UP II ACQUISITION, I.4 F - Mas cauwd it" caftwm lobe signed mat Z9th day o1 Much, 1999. O 11't2 � RCitiNalClAT1RDEtJwnREW(iG10dC LL.C,i GROUP II AC(�U131TIbN d li�y[lity company Brian Rubino From: Brian Rubino Sent: Tuesday, June 27, 2023 7:50 PM To: Tankard, Robert Subject: RE: [External] Nags Head Links Shoreline Protection Thanks! From: Tankard, Robert <robert.tankard@deq.nc.gov> Sent: Tuesday, June 27, 2023 5:13 PM To: Brian Rubino <brubino@quible.com> Subject: RE: [External] Nags Head Links Shoreline Protection Yes that's fine! Robert Tankard Assistant Regional Supervisor Division of Water Resources North Carolina Department of Environmental Quality Office: (252) 948-3921 1 Cell: (252) 402-5694 Robert.tankardC@deg.nc.gov 7�� z., D E Q� NORTH CAROLINA Department of Environmental Quality Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Brian Rubino <brubino@quible.com> Sent: Tuesday, June 27, 2023 4:40 PM To: Tankard, Robert <robert.tankard@deg.nc.gov> Cc: Carver, Yvonne <vvonne.carver@deg.nc.gov> Subject: [External] Nags Head Links Shoreline Protection CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Robert, Do we still need to do the pre -filing with NCDWR since you were in attendance at the scoping meeting? I can't remember the current policy on that. Thanks, 1 Brian Brian D. Rubino, P.G. Vice President Quible & Associates, P.C. 8466 Caratoke Highway, Bldg 400 Powells Point, NC 27966 P.O. Drawer 870 Kitty Hawk, NC 27949 t 252.491.8147 f 252.491.8146 www.auible.com LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official. Troy Murphy From: Troy Murphy Sent: Friday, May 26, 2023 2:48 PM To: 401 PreFile Cc: Brian Rubino Subject: NC DWR Pre -Filing Notification Request - Nags Head Links Golf Course. Nags Head, Dare County, NC Attachments: P23021-CAMA MAJOR PLAN-052423.pdf Good Afternoon, This email is to serve as a NC DWR Pre -Filing Notification request for a CAMA Major permit application for a property located at the Nags Head Links Golf Course in Nags Head, Dare County, NC. Please refer the accompanying preliminary plan set that defines five separate Project Areas (Areas 1— 5). For areas 1, 2 and 4, we are proposing a sill and have narrowed the design to two different systems (granitic rock and/or NATRX concrete blocks). In all likelihood, we will be requesting a combination of the two materials. With either system, we will be incorporating the appropriate gaps and overlapping protection sections. In areas where there are steep erosion escarpments, we will be prosing a sloped vegetated buffer (Spatina patens and other transitional species) as well as riparian wetland plugs. We have also been in communication with a company known as SOX Erosion Solutions for some of the upland slope protection. That system consists of knitted mesh materials that are planted with native vegetation. For Area 3, we will be proposing a bulkhead with rock protection. There is currently a retaining wall with short groins that is acting like a bulkhead, but is in need of replacement. This existing retaining wall is rotting and was never designed to be a marine bulkhead since it was over 70 ft from the shoreline when it was originally installed. It is now subject to wave forces. Area 5 at the far north end of Nags Head Links is an unprotected cove between areas of bulkheading. We will be proposing a low -profile breakwater in this area with a central gap, suitable for small boat and paddle craft passage. Please reach out with any questions about this proposed project. Thank you, Troy Troy Murphy Environmental Scientist Quible & Associates, P.C. 8466 Caratoke Hwy, Bldg 400 Powells Point, NC 27966 PO Drawer 870 Kitty Hawk, NC 27949 t 252-491-8147 www.guible.com LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. AGENT AUTHORIZATION FOR LAMA PERMIT APPLICATION Name of Property Owner Requesting Permit: Clubcorp Golf of North Carolina, LLC Attn: John Mebane & Jay Abbott Mailing Address: 5615 S. Seachase Dr Phone Number: Email Address: certify that I have authorized Nags Head, NC 27954 252-261-8817 John.Mebane@invitedclubs.com Quible & Asscoiates P.C. Agent / Contractor to act on my behalf, for the purpose of applying for and obtaining all CAMA permits necessary for the following proposed development: Offshore sills and riprap revetments for shoreline protection and enhancement. at my property located at in Dare County. 5615 S. Seachase ❑r.,Nags Head I furthermore certify that 1 am authorized to grant, and do in fact grant permission to Division of Coastal Management staff, the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information related to this permit application. Property Owner Information: �ignature Ye, tkjj�' Print or T pe Na7e 11 Title �l Z.��3 Date This certification is valid through 04 / 31 / 2024 Nags Head Links SAV Survey TO: State and Federal Resource Agencies FROM: Brian Rubino, P.G., Quible & Associates, P.C. DATE: 7/24/2023 Background Quible performed a Bathymetric Survey and Submerged Aquatic Vegetation (SAV) Survey for nearshore waters adjacent to Areas 1-5 (as defined in the CAMA Major Plan Set) at Nags Head Links Golf Course in association with a shoreline protection plan. A detailed survey extended from the Roanoke Sound normal water level (NWL) shoreline out at least 50 ft. The intent was to understand conditions related to SAV well beyond all of the proposed shoreline protection measures. A cursory evaluation occurred much further offshore (outside of the proposed project areas) where more SAV exists. Data Collection On May 24t", May 25t" and July 17t", Quible personnel performed a bathymetric survey and submerged aquatic vegetation (SAV) survey of the waters adjacent to Areas 1-5. We utilized an RTK GPS for vertical and horizontal data collection. On May 24t" and 25t", the wind tide levels were very low due to long duration northeast winds. This enabled us to easily inspect all of the substrate within the review areas since the vast majority of the review area was exposed sand (no water). We re-evaluated the conditions on July 17t" when water levels were normal or slightly higher than normal and locations of SAV were consistent with the May findings. On July 21It, Brian Rubino met with James Harrison, NCDMF, to review conditions pertaining to SAV and fish habitat. Please refer to the CAMA Major Plan set that includes all water depth contours and each location of observed SAV is plotted (Locations 1-22). In many cases, we survey for SAV in slightly deeper waters in locations of moderate to poor water clarity. For those types of SAV surveys, we tend to establish transects that are spaced at equal intervals. But, in this case, we were able to easily identify and map each SAV patch encountered in the evaluation area. Findings For the most part, the nearshore areas surveyed were void of rooted SAV due to the very shallow waters that are dry when winds tides are low. The lack of SAV is also due to the intense erosion and heavily rippled sand bottom in the nearshore areas that suggest high energy and longshore transport of sediment. This area is well protected from the northeast winds that impact the opposite shoreline of the Roanoke Sound, but this area is subject to wind generated wave impacts from the southwest - derived summer month prevailing winds. This is a wind -driven tidal system as previously stated and north-northeast winds tend to blow water out (create lower than normal tidal levels), while southwest winds tend to pile water up (create higher than normal tidal levels). This is an erosive shoreline. While there may be some accretion of sand in some cases, the general trend is that the shoreline is retreating landward. There is some exposed clay and peat, but in general the nearshore area is sand dominated. Nags Head Links SAV Survey The accompanying chart describes each area where we positively identified rooted SAV (locations correspond to numbered locations on the CAMA Major Plan set). All rooted SAV encountered was Ruppia maritima (Widgeon grass). Locations 1-10 and 20-22 are isolated patches of low-lying Widgeon grass. It appears that some of this is re -deposited SAV that was ripped up from a location further offshore and re -deposited (re -rooted in the nearshore zone). Locations 11-19 represent the landward toe of SAV patches at Project Area 4. This was the only area where there was significant SAV in the nearshore area which prompted us to propose a marsh toe revetment as opposed to an offshore sill. Areas further offshore along the subject shoreline have well established SAV beds that start at the -1.25 to -1.5 ft water depth contour and appear to extend offshore until at least the -3.5 ft contour. That zone of water depth does not normally become dry sand with heavy northeast winds, and, the bottom is less rippled, suggesting less wave impacts and sediment transport. 2 Positive Rooted SAV Locations Nags Head Links Project Areas 1-5 Survey and Mapping Performed on May 24th and 25th, 2023 Positive SAV Station # Latitude Longitude Description 1 35.92106789 -75.61108299 Widgeon grass; isolated patch 2' x 3' 2 35.9211612 -75.61112679 Widgeon grass; isolated patch 2' x 4' 3 35.92128918 -75.61120096 Widgeon grass; sparse patch (partially covered by recently deposited sand) 4 35.9217358 -75.61141421 Widgeon grass; isolated patch 2' x 4' 5 35.92457022 -75.61329953 Widgeon grass; isolated patch 4' x 8' 6 35.924614 -75.6133 Widgeon grass; isolated patch 4' x 8' 7 35.924751 -75.613379 Widgeon grass; sparse patch 8 35.92489 -75.613451 Widgeon grass; low lying (1 - 3" high sparse patch) 9 35.924948 -75.613562 Widgeon grass; patchy area patially covered by ripped up SAV 6' x 12' 10 35.924973 -75.613619 Widgeon grass; patchy area patially covered by ripped up SAV 11 35.926267 -75.615063 Widgeon grass; landward toe of rooted patches 12 35.926305 -75.615049 Widgeon grass; landward toe of rooted patches 13 35.926329 -75.615103 Widgeon grass; landward toe of rooted patches 14 35.926356 -75.61519 Widgeon grass; landward toe of rooted patches 15 35.92662575 -75.61534934 Widgeon grass; landward toe of rooted patches 16 35.926686 -75.615342 Widgeon grass; landward toe of rooted patches 17 35.92673987 -75.61536616 Widgeon grass; landward toe of rooted patches 18 35.926798 -75.615406 Widgeon grass; landward toe of rooted patches 19 35.926823 -75.615455 Widgeon grass; landward toe of rooted patches 20 35.93635404 -75.62190283 Widgeon grass; redeposited/patially rooted patch 2' x 3' 21 35.93639966 -75.62187451 Widgeon grass; patchy growth 4' x 12' zone 22 35.93647839 -75.62183956 Widgeon grass; landward toe of rooted patches Nags Head Links Recent Photographs Nags Head Links Recent Photographs Nags Head Links Recent Photographs r Nags Head Links Recent Photographs - I .-mddd Nags Head Links Recent Photographs Al" Nags Head Links Recent Photographs NOTES: 1. OWNER: CLUBCORP GOLF OF NORTH CAROLINA NAGS HEAD LINKS GOLF COURSE PO BOX 790830 SAN ANTONIO, TX 78279 2.PIN: 080117016348 & 989116928960 / PID: 024961000 & 024961515 3. PROPERTY ADDRESS: 5615 S SEACHASE DRIVE & 0 S ROANOKE WAY NAGS HEAD, NC 27959 4. THIS IS NOT A BOUNDARY SURVEY. ALL INFORMATION SHOWN IS BASED ON DARE COUNTY GIS INFROMATION AND FIELD SURVEY DATA COLLECTED BY QUIBLE & ASSOCIATES P.C. THIS IS FOR DISCUSSION AND PERMITTING PURPOSES ONLY. 1 1 Q movieyip 5 LINKS�v � Aa�ARO Vo O AREA 5 NIP �LIAN 0. $ ELLEN L. MOPrfTr PIN 969116927645 *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. 5 GROATAN HWY (US 150) 1 Am AREA 2 NIP pr VILLA6E AT NA65 HEAD - PROPERTY Oh 4ER5 A550CIATION PIN OWII7012051 ROANOKE 3OUND AREA 3 AREA 4 N/F VILLAGE AT NAGS HEAD PROPERTY OPI R5 A550CIA7I0N PIN 060005263&M VICINITY MAP AREA 1 Ir 0 In .�* Z * w m m Uzz4^ N aJWON z U * �s�'ornE V A�Z* Jao`� ai W F-(n m ti•-g �� U a �Z W dNm 00 U U _ .N.. 000 o3 `m J 0 2 4 N N C �zwZ of .sa p S z Z w U w W o PRELIMINARY FOR CAMA PERMITTING ONLY z D O U a � w ry < o o � o o Lo a U Q z � A J o w w Ll o Ww C)0 - cc �y o = o w J Q U C) 2 N 2 CL U Q o a � NiF z MICHAEL ZARITSKY U PIN 06010/0373/46 Ld w z o 0 z 30 0 Z 3. oQ o)-1 azwazo w _o H Q H V%mH Jz J F w W ZO Q 0_ LLJ d U U w U 0 D (n0=}(n=KH N Vl � K _O O Q 04 d O HdNQ o, Q Ow00 H-=<'- (n W W W Z oZ-Q ow(n Oo n� wW:Owwp Q 0 F-Q = m 0 N:7� J1 U a w w� w xo no~=�w�c -Soo �a-nw0zoowoz Q .z �� ZQolE WJw U L() d ow viz �aV)�ooao O U > _ - o z U m U w Q m H O Q M o W w w cnowz�ww> \ LLI O Q � m � w LLJ = cLJ _ m O O z w h Ld CL N Q U m \ d d a� � w � co o T L a NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. 00 • (J o Uzz4 J W U O N Z d o W iE n O Ot 41 n (/1 Y C^ C^ tali Z C� zW o e0® ill N (' w --m 00 o 0* J J 0 2 N N N C * Q o 0 Z > Z ,O S / \ z w U W Z O / PRELIMINARY \ I FOR CAMA PERMITTING ti r� ONLY PROPOSED 75 AEG UPLAND FILL 5HORELINE EX. NON -COASTAL FOR SLOPE SOFTENIN(NW(NR A S / --------BUFFER RIP RAP REVETMENT — — V 4 EX.\ 1:71 RIP RAP , J *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. 1 - - PROPOSED / \ REVETMENT_ 5HORELINE \ 14 FT WIDEBY 891 LF RAP _ OFFSHORE SHORELINE PROTECTION SILL W/ GAPS AND OVERLAPPING SECTIONS co C, PROPOSED 10 FT WIDE 102 LF ROCK REVETMENT N/F MICHAEL ZARIT5K)' PIN 0"10373146 LEGEND 2023 NORMAL WATER LEVEL (NWL) 2020 NORMAL WATER LEVEL (NWL) 2010 NORMAL WATER LEVEL (NWL) 2008 NORMAL WATER LEVEL (NWL) SAV OBSERVED 3 z D 0 U w .� ry y �w ate' A I wi MM w � co 00 W O o 0 N rr Z o — o rA y z 0 z 0 0 00 :II w w Ll z w J Q U N U 2 CL c� _ r M m u N m o w O M Y co=r. N � a o = u 0 T L a E I NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. r W 3EIA6HA3E Dig PROPOSED UPLAND FILL FOR SLOPE SOFTENING PROPOSED +/- 37,117 SF FILL BELOW NWL FOR SLOPE SOFTENING +/- 2,638 SF 75' AEG _ 5HORELINE SHORELINE - (NNILJ �,tiG (NWL) _ �5 _ --_- ---__ - - -_- - - - - - - ~ - - - 30' BUFFER �- _ - — 30 BUFFER= _ � 20- EX. l RIP RAP / RFVFTMFNT., *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. 0 PROPOSED 14 FT WIDE BY 1,545 LF RIP RAP -OFFSHORE SHORELINE - PROTECTION SILL W/ GAPS AND OVERLAPPING SECTIONS ROANOKE SOUND EX. _ RET. WALL - --=—_= - --- -- - = - OROIN C - y i-- �. b G SHORELINE , 15' EX (NWL) RET. _ �R W4LL % GROIN / 3� i EX. BULKHEAD PRELIMINARY FOR CAMA PERMITTING ONLY z D O U N Tw w � o N a U a a O C)o 00 OO Ww x =� M �+1 N V� " z o O z 0 o � o z o }C/) aowaz � U CC Q z �0m OJ Oq>' Z=UJ= _ N Vl d Z (n O= (n O H L'i Nd OQQOF-Z =mnO O~oa w wzpw—Qow�F(w/ 1 o LEGEND ♦- = m O N:7E �a w O �giZQOd�JOOU CL O W viZ ZQ ��' OOQ U — - 2023 NORMAL WATER LEVEL (NWL) m w } L � a O m~ n D O} o w w ao° w CoLjLi ww> 2020 NORMAL WATER LEVEL (NWL) 0 a w m 0 = 2010 NORMAL WATER LEVEL (NWL) r — - 2008 NORMAL WATER LEVEL (NWL) a N o w O M a Y co-r. N u � o = to O NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. nIF VILLA&E AT NAC75 HEAD PROPERTY OWNERS A550CIATION ! `� PIN 050005203030 �� SHORELII� � • " i Nl^!L I EX. COASTAL hIETLANDS I I I 1 PROPOSED 8 FT WIDE BY 182 LF ROCK WEDGE INFRONT OF BULKHEAD BPARCEL & AERIAL DATA SHOWN, ASED ON COUNTY GIS DATA. „ MONO ROAIVOKE SOUND PROPOSED 220 LF LOWER TIER BULKHEAD SHORELINE / J ,) NHL Ir 0 rol In I PI gwo PRELIMINARY FOR CAMA PERMITTING ONLY z 0 U w M � y �w a U a 0 0 A w Ww 0M O � o 0 rr Z o y � o fA Z w 0 z 0 o � o zQ o }C/)aowaz m U a z� d d U� �LWi Q Z=UJ= Nw a Z NOU) (n OH a N~ OOOOa � Z ��(nO OaWW wzoz—azwcn OoF- WWI O�wo U m z W Z � w H ��` �� LEGEND q i Z Q d J U O w O ZQ ��' OOQ U W viZ O U}_ a O Z m H O U m U w Q 2023 NORMAL WATER LEVEL (NWL) Q Li w a o M5 w co o w z= m w z 2010 NORMAL WATER LEVEL (NWL) 2008 NORMAL WATER LEVEL (NWL) m M SAV OBSERVED o z ~ oOf n M a Y anp N u � w � o NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. EX BRIDGE -mum- -,,NOW z / EX. NON-60A5TAL WETLAND EX. ----------- �\ NON-GOA5TAL \ — _ WETLANDS 5HORELINE, (NH0 ` \ �P SHORELINE Nnu ` -- EX RIP RAP 12 5ILL _� 18 1 NON-GOA5TAL / 19 WETLANDS- �;1 1. �EX. RIP RAP 5ILL EX. / BULKHEAD Ao *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. EX I - Ca45TAL J INETLAND5 RO4NOKE 3OUN5 14 PROPOSED 6 FT WIDE BY 318 LF NATRX WETLAND PROTECTION REVETMENT Ell BULKHEAD LEGEND 2023 NORMAL WATER LEVEL (NWL) 2010 NORMAL WATER LEVEL (NWL) 2008 NORMAL WATER LEVEL (NWL) SAV OBSERVED 00 • (7 iE '" ^ Uzz� o (j h �0 J Z C�zW dN00 e0® J 0 2 4i N N C J * Q o 0 z W 0 U Z � Z O S z Z w U PRELIMINARY FOR CAMA PERMITTING ONLY z D 0 y U w �w a U a z c a A �w J O < C, ao OO ZN 0 rA � < z o O O 0 w w Ll z w J Q U N U of 0 o � o zQ o }F aowaz U- a z� da N Vl a Z N O= N O H a-N~ OwOOa z Z � Z Owcl) a w wzoz—azwcn Oo=;cV) wWOwwp ti U= m (� (� w z U� z W = Vl O O_ w U CC w Z O �a cnwoz_oow�oz z q i Z Q d J U wCL O w O W viZ ZQ Nm OwQ U CQ O Z O m U w Q o m H n D O Q w O m Liw W W Z w w W> U)Ow =w= 0 = Q W U U _ r M m N o w o'c � h ~ m O M < Y N � a w u � � o NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. i 5 ROANOKE VVA r I I I I I I I I I I I *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. 75' AEC / '- .NLIAN U. 4 MLtIV L. MOFFETT PIN gbgII6427645 - WALL `0 0 \ PROPOSED 30 LF BREAKWATER OVERLAP WALL EX.\ BULKHEAD 21 EX.. RIP RAP P 7 V J pp • (7 iE '" •- Uzz4 o N Z (j h <W O ai W E 41 U n (/1 Y C^ C^ o W-'Vrm ti.-g d Z) W U M Q Z Q CdZ W dN00 e0® K ill N J 0 2l.4 N N C J * Q o 0 z W Z o S z Z w U PRELIMINARY FOR CAMA PERMITTING ONLY z D O h y U w � �w a U a O a A w o < M � O MM W � � o 0 �O PQ _ Vi < z O z O 0 II w w Ll z w J Q U N U of 0 1 o zQ z o aowa� }� >' U a z� m O p d Z= J= d U 7E 0- Q U -OLD !n O= !n H N Vl O d d N'- Q O C Q Q O F- Z U a ww wzoz-azwcn OOo�Q, n ww� O�wo ti� U=m(nN� wz OmZ w Z � w H o LEGEND q i z Q d J l] U w o W Z Z Q M O O Q O O W vi w' Om (Zj LJO 0 F OUj0} - 2023 NORMAL WATER LEVEL (NWL) soLiv o om w z m w z �� 2010 NORMAL WATER LEVEL (NWL) LLJ 2008 NORMAL WATER LEVEL (NWL) m M m N SAV OBSERVED o z ~ o n p M Y m N u a � w � U o NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. PROPOSED P14192 OFFSHORE SILL AND SLOPE SOFTENING CROSS SECTION *STRUCTURAL DESIGN BY OTHERS N TS PROPOSED FILL BETWEEN LOWER TIER BULKHEAD AND RIP RAP WEDGE DETAIL *STRUCTURAL DESIGN BY OTHERS N TS pp * (7 iE '" ^ Uzz4 o U N z h _• J W O /\W U ai W E 41 U n (/1 Y C^ C^ o Z �Z W o e0® (J— ill N (' w - -m o O* �3 J O ml.4 N N C J * Q o 0 z W O U Z o S z PRELIMINARY FOR CAMA PERMITTING ONLY Z 0 0 w Z cn z II a� z A J LLJ q w W ,l 00 U r Z w �1 WMw z LLj O W F- 0 vim, 0 U PQ V = (n O � Q Z 0 Z 0 F- O z Q O }F aowaz _N U L a z� m O O 3 d d U:7E U Q Z= U J= N V1 a 0 N O= (n O H d N~ 0000a F- Z ��(nO Oa ww z0z_azw(n o�QwI WWOJW p z w = Vl O 0_ w U CC W Z O O Q (nW OZ _UOw OZ Z O W vi Z Z Q M w' 0 0 0 0 O U } _ - 0 Z O m U w Q 0 m H 0 0 0 w Q W o omw Lj > U)0n =w=��mm0 S Q ~ W W U _ r M m � N m O M Y co=r. N � Na o = u 0 NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. ml EX. EX. czAmn RFRAA EX. NATRX SILL FOR COASTAL WETLAND PROTECTION PROPOSED 1" GAP TIMBER/VINYL FREE STANDING SILL FRONT PROFILE *STRUCTURAL DESIGN BY OTHERS NTS *STRUCTURAL DESIGN BY OTHERS N TS 1.0' TIMBER_/VINYL FREE STANDING SILL SIDE PROFILE *STRUCTURAL DESIGN BY OTHERS N TS Ir I PI gwo z * Uzzw m m 4^ N Z U * E V W F-(n m ti•-g �� ) t U n Q U a �Z W � dN00 e0® 0 �3 h J 0 2 4i N N C 0 o z of .sa p S zZ w U V W W : O PRELIMINARY FOR CAMA PERMITTING ONLY Z O U w o' z y z N U a a z � J o W w A o, Ll (~ r Z a Ww C) x =Z F- w Q 00 O V) P4 O p U _ 0 co U) 0 Z z O z O F— O z Q O }F aowaz _N U L a z� d ILU� �LWi Q Z=UJ= N Vl a 0 N O= (n O H d N~ 0000a F- Z ��(nO a ww , ZnZ_azw(n ww� OJWp m z w = V1 O 0_ w U CC w Z ZO U Q (nW OZ _UOw Oz zaMLJ0OaU O U } _ - 0 z U m U w Q 0 m H 0 0 0 Q W w oomw wz�ww> U) C i J S Jm m 0 S Q ~ W = W U _ r M m N L.)w O z w h O M Y co=r. N a o = u 0 INTERAGENCY/SCOPING MEETING ATTENDEE LIST Nags Head Links Meeting The purpose of this meeting is to discuss a proposed project and provide environmental permitting and regulatory information which will improve communications and the permitting processes. June 26, 2023 at 1: PM Name Agency Phone Email Brian Rubino Quible & Assoc. 252-261-3300 brubino@quible.com John Mebane John.Mebane@invitedclubs.com Billy Standridge USACE 910-251-4595 billy.w.standridge@usace.army.mil Josh Pelletier USACE 910-251-4605 6osh.r.pelletier@usace.army.mil Ron Renaldi Coastal Management 252-264-3901 ronald.renaldi@deg.nc.gov Yvonne Carver Coastal Management 252-264-3901 yvonne.carver@deg.nc.gov Curt Weychert Coastal Management 252-515-5413 curt.wevchert@deg.nc.gov Maria Dunn NCWRC 252-948-3916 maria.dunn@ncwildlife.org Kimberlee Harding Marine Fisheries 252-948-3835 Kimberlee.Harding@deg.nc.gov Andy Haines Marine Fisheries Shellfish Sanitation 252-726-6827 andrew.haines@deg.nc.gov Robert Tankard DWR 252-948-3921 Robert.tankard@deg.nc.gov Paul Nyarko DWR-401 252-948-3845 paul.nyarko@deg.nc.gov Lyn Hardison NCDEQ 252-948-3842 Lyn. hardison@deg.nc.gov Plan to discuss shoreline stabilization/protection at Nags Head Links off the Roanoke Sound This document can be used as proof the 30-day pre -filing meeting requirement for 401 has been satisfied. https://deg.nc.gov/about/divisions/water-resources/water-quality-permitting/401- buff er- permitting/application-forms-help-documents NCDEQ WASHINGTON REGIONAL OFFICE 943 WASHINGTON SQUARE MALL, WASHINGTON NC 27889 PHONE: 252-946-6481 INTERAGENCY/SCOPING MEETING ATTENDEE LIST Name Invited Response Hardison, Lyn Meeting Organizer None Harrison, James A Required Attendee None Dunn, Maria T. Required Attendee None Pace Wilber - NOAA Federal Required Attendee Declined Twyla Cheatwood - NOAA Federal Required Attendee None Carver, Yvonne Required Attendee Accepted Renaldi, Ronald Required Attendee None Weychert, Curtis R Required Attendee Accepted Jones, Jerry R Required Attendee None Pelletier, Josh R SAW Required Attendee None biIly.w.standridge Required Attendee None Sanderford, Christa N Required Attendee Declined Snider, Holley Required Attendee Accepted Tankard, Robert Required Attendee Tentative Stewart, Glenn A Required Attendee Accepted Nyarko, Paul Required Attendee Accepted Haines, Andrew Required Attendee Accepted Brian Rubino Required Attendee Accepted Bodnar, Gregg Required Attendee None Harding, Kimberlee k Optional Attendee Accepted NCDEQ WASHINGTON REGIONAL OFFICE 943 WASHINGTON SQUARE MALL, WASHINGTON NC 27889 PHONE: 252-946-6481 From: Pelletier, Josh R CIV USARMY CESAW (USA) To: Biles, Lyn Subject: [External] Nags Head Links Date: Monday, June 26, 2023 7:55:21 AM CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Good Morning Lyn, I will not be able to attend the Nags Head Links scoping meeting due to other district commitments on Mondays. I took a look at the plans involving the proposal. It appears the current proposal includes approximately 14,471 square feet of fill below the NWL for the living shoreline and the bulkhead replacement. While we usually see backfill associated with bulkhead construction, we try to avoid excessive backfill of shallow water habitat behind the living shoreline structures. I am sure the resource agencies will have more to add on that. We would like to see avoidance and minimization measures on any of the fill proposed. We would also like the see the SAV survey that we can pass along to NMFs to confirm that the work will be done to avoid the SAV resources. If there are any questions for me please pass them along and I will be sure to address them. Thanks and happy Monday! Josh Pelletier Project Manager US Army Corps of Engineers Washington Regulatory Field Office 2407 W. Sth Street Washington, North Carolina 27889 Phone: (910) 251-4605 Email: josh.r.pelletier@usace.army.mil We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 Thank you for taking the time to visit this site and complete the survey. Nags Head Links Shoreline Protection and Living Shoreline Nags Head Links, located on the Roanoke Sound in Nags Head, Dare County, NC, is in need of shoreline protection due to excessive ongoing erosion. The property is exposed to westerly winds, especially southwest and northwest wind -driven waves. The owners of the golf course have stabilized sections of the shoreline in the past (combination of retaining walls, bulkheads, groins and revetments), but many broad areas have not been protected or are in need of repair and maintenance. The owners are interested in pursuing living shoreline techniques to allow for a hybrid nature -based system with the goal of shoreline protection and habitat restoration to include riparian wetlands and transitional buffers from the existing golf course fairways to the shoreline. This will allow for native vegetation to become established between the turf grass and the Sound. Please refer the accompanying preliminary plan set that defines five separate Project Areas (Areas 1- 5). We have recently completed comprehensive existing conditions surveys of each of these Areas. And, we have reviewed and digitized aerial photographs going back to 2008. All of the existing conditions, past shorelines, wetlands and proposed protection areas are depicted on the plans. We met with the Town of Nags Head and NC Division of Coastal Management in March 2023 to review the existing conditions and to conceptually discuss protection concepts. In May, 2023 we completed a submerged aquatic vegetation survey. Our proposed work will be landward of SAV beds and potential SAV resources. Please also refer to the set of photographs that show the intense impacts from erosion along this shoreline. Part of the heightened recent erosion is associated with the frequency of large storm events, sea level rise and our typical strong westerly winds. It should be noted that numerous mature trees in the riparian zone along this shoreline have been lost in recent years due to ongoing erosion, and now that these trees are gone, there is a lack of root system ground stabilization that once protected these areas. For areas 1, 2 and 4, we are proposing a sill and we have narrowed the design to two different systems (granitic rock and/or NATRX concrete blocks). In all likelihood, we will be requesting a combination of the two materials. With either system, we will be incorporating the appropriate gaps and overlapping protection sections. In areas where there are steep erosion escarpments, we will be prosing a sloped vegetated buffer (Spatina patens and other transitional species) as well as riparian wetland plugs. We have also been in communication with a company known as SOX Erosion Solutions for some of the upland slope protection. That system consists of knitted mesh materials that are planted with native vegetation. For Area 3, we will be proposing a bulkhead with rock protection. There is currently a retaining wall with short groins that is acting like a bulkhead, but is in need of replacement. This existing retaining wall is rotting and was never designed to be a marine bulkhead since it was over 70 ft from the shoreline when it was originally installed. It is now subject to wave forces. Area 5 at the far north end of Nags Head Links is an unprotected cove between areas of bulkheading. We will be proposing a low - profile breakwater in this area with a central gap, suitable for small boat and paddle craft passage. NOTES: 1. OWNER: CLUBCORP GOLF OF NORTH CAROLINA NAGS HEAD LINKS GOLF COURSE PO BOX 790830 SAN ANTONIO, TX 78279 2.PIN: 080117016348 & 989116928960 / PID: 024961000 & 024961515 3.PROPERTY ADDRESS: 5615 S SEACHASE DRIVE & 0 S ROANOKE WAY NAGS HEAD, NC 27959 4. THIS IS NOT A BOUNDARY SURVEY. ALL INFORMATION SHOWN IS BASED ON DARE COUNTY GIS INFROMATION AND FIELD SURVEY DATA COLLECTED BY QUIBLE & ASSOCIATES P.C. THIS IS FOR DISCUSSION AND PERMITTING PURPOSES ONLY. I I 1 I _j L— r. I 1 I j T NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, o RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. � W ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS i BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. U QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE Z 0 COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. 5 GROATAN HN7' (US 158) ■� j �r ♦ -. 1111111 ■�►��i►'WAWA1r�i �i► • -- � � 101 -AS 1 \ mile WEEPT)MM��- �AREA 2AREA 4 AREA 5 ammor .AK1AN 6 a1J/F ELLEN L. PYN 11606112764.5 ROANOKE SOUND *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. j AREA 3 N/P VILLAGE AT NA65 HEAD — PROPERTY OWNER5 A550CIATION PIN 060005263838 AREA 1 NIP MICHAEL ZARIT5KY PIN 080010373I48 'RELIMINARY FOR CAMA PERMITTING ONLY E-� rA y z 0 U w � o 0 Rl w a U a z �I J `y O o Ww _L0 O QoQ 1� O LLl N 0 � O Q z L� O z 0 o ZQ o }C/) U� a z Z=UJ= N Ilia Z N O= (n O H L'id N~ 0w00a F- z ��(n0 Oa ww , _ ZOZn Oo =<V)� ww�<Zw(Owwp ti U= mIf) � w z U z W = V1 0 0-= w U CC w Z O U Q (nw OZ _UOd OZ Z q i Z Q d J UCL w O w O W viZ ZQ NLj � 0wQ U U O } _ O Z U m U w Q 0 m F 0 Q Liw 0 omw (_nLj Ljw> w =w=m�0 S Q ~ Z W U _ r M m N o w O M ~ Y a N � N a (-) m d a W cp � � o O r �•• Z w m NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR W aa��Z DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS .2 BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. U cWi a v M z Z. Wo o • Z. ya N m N 0 QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE Ci U (4 _m o COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE 0 3 •• h J 0 2 N N N C FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE rA * d o�.o' •� t�s sv USE OF THIS INFORMATION. 0zz iryMINARY FOR CAMA \ PERMITTING r� ONLY PROPOSED UPLAND FILL FOR SLOPE SOFTENING — —AND/OR—� 75' AEG SOX EROSION CONTROL EX. +/— 9,608 SF SHORELINE NON-60A5TAL / ---- ---- — _ _ _— ------ WETL4ND5 EX. 30' BUFFER =_ RIP RAP REVETMENT __ ___ i0.O' _/ , o PROPOSED PROPOSED FILL BELOW NWL 14 FT WIDE FOR SLOPE SOFTENING BY 834 LF AND/OR RIP RAP SOX EROSION CONTROL OFFSHORE SHORELINE +/— 8,790 SF PROTECTION SILL W/ GAPS AND OVERLAPPING SECTIONS *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. PROPOSED A S FILL FOR SLOPE SOFTENING AND/OR SOX EROSION ONTROL_� — +/— 963 SF 15, AEG •I ' 'fI YA.W/J r!* EX. , - RIP RAP - ' — 5HORELINE REVETMENT / (NINI) — I PROPOSED 10 FT WIDE, 102 LF ROCK REVETMENT N/F MICHAEL ZARIT5KY PIN 0"10373146 LEGEND 2023 NORMAL WATER LEVEL (NWL) 2020 NORMAL WATER LEVEL (NWL) 2010 NORMAL WATER LEVEL (NWL) 2008 NORMAL WATER LEVEL (NWL) z D 0 U w �w a ate' A w Ww 000 o � o0 N O �Ty vj < V] 0 z 0 00 00 :II w w Ll z w J Q U N U 2 of 0 1 o � o zQ o }C/) U tr a z d d U� �Lwi Q Z=UJ= N Vl a Z N O= N O H d N~ OOOOa F- Z ��(nO a ww wzoz—azwcn O4H c) z W =Vl OO�_�wU- ZO �a nwoz_oow0CL z O W viZ ZQ NLj � OOQ U O U U m U w Q m H O Q a°'w ow n�wz�w ww� (_n0n SJ=��m�0 S Q ~ w w U U U _ r M m N o w O M ~ Y a N Of N a (-) m d a w cp � � o NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. PROPOSED FILL BELOW NWL FOR SLOPE SOFTENING AND/OR SOX EROSION CONTROL I W SE 6HA5E Dig I PROPOSED UPLAND FILL FOR SLOPE SOFTENING AND/OR �OX EROSION CONTRO� +/- 37,117 SF +/- 2,638 SF — 75' AEG 5HORELINE EX (NINLi - SHORELINE - _ _ _ "— - — _ _ PET. _ _ — pti� (NWL) _ — _ _ -_'emu —�-1 a --_ _ _ _ — WALL �5=------__ -- _�- -_ _ = -~ -�- 30 BUFFER FY :30 BUFFER= _ _ = 2_.0 ' - - =L - __ — -_ _ - - _y_ —_ — % _ _ �: -_y-- _— �. GROIN jj b cz EX. RIP RAP T \ PROPOSED 14 FT WIDE BY 1,545 LF RIP RAP -OFFSHORE SHORELINE - PROTECTION SILL W/ GAPS AND OVERLAPPING SECTIONS ROANOKE SOUND *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. Ir 0 r4 In PRELIMINARY FOR CAMA PERMITTING ONLY Z D O U N w � o N 5H0RE1 INE 15G O o II _ EX. MWU RET.�R w a U a z � WALL Ex. 3p' 1 GROIN O A 0 w Ll CO I�j LLj Q EX. \ \` - l' BULKHEAD W O O p z can U r �1 Of z 01 / / 0 /1 ' / / O o � o zQ o }� aowaz U CC Q Z ��m OJp�3 d d U�Z=UJ= _ d (n O= (n O H N Vl 2 Z L'id N~ Cl) F-Z��(n(n a Ww owzoz—awcn I p�Wp OYQc� WWz LEGEND �a �ul�oz_�o�ozjo �giZQOd�JOO U L_ Ow O W vi Z Z Q M� 0 0 0 0 — - 2023 NORMAL WATER LEVEL (NWL) mow t} a m ~ O } QO � W W ao° w n0wz�Ww> 2020 NORMAL WATER LEVEL (NWL) o a w °' o = 2010 NORMAL WATER LEVEL (NWL) m r m — - 2008 NORMAL WATER LEVEL (NWL) L) N o D � N C, N Q Y U m d d cl-- � W � co o NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. NIF VILLA&E AT NAC75 HEAD PROPERTY OWNERS A550CIATION PIN 05000.5203030 BPARCEL & AERIAL DATA SHOWN, ASED ON COUNTY GIS DATA. // SHORELII� � �i COASTAL VJETLAND5 KuUK WtUUt INFRONT OF BULKHEAD „ MONO ROAIVOKE SOUND LEGEND 2023 NORMAL WATER LEVEL (NWL) 2010 NORMAL WATER LEVEL (NWL) 2008 NORMAL WATER LEVEL (NWL) .(D* . z * w m m Uzz4^ N aJWON z U * �s�'ornE o U a Z. W o e0® — ill N m OJ 0 2 4 N N C ti �zwC N C ._ Z of .sa p S z Z w U PRELIMINARY FOR CAMA PERMITTING ONLY z 0 U w M � y �w a U a z C A 0 a MM w 0 M ao W Go rr Z p = W x N o 0 v� z 0 z 0 0 zQ o }F aowaz U L a z� m O O 3 d ILU� OLWi Q Z=UJ= N Vl a Z N O= (n O H a '4 Opp Od F- Z ��(nO Oaww wzoz_azwn Oo�Q(n� wW� Owwp m z W ZO Z O W vi Z Z Q M w' 0 U 0 0 0 O } _ - O Z U m U w Q m H c D 0 Q W w Om W (nLL,O W Zwww> y�Ow SJ��mE0 S Q ~ W �W U U _ r M m N m o w \ O M ~ Y D N co a o = u � o NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. EX BRIDGE rl _W ii -- * 7 17 1 iiff ._ . *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. F EX. RIP RAP 5/LL BULKHEAO LEGEND 2023 NORMAL WATER LEVEL (NWL) 2010 NORMAL WATER LEVEL (NWL) 2008 NORMAL WATER LEVEL (NWL) 00 • (7 iE '" ^ Uzz4^ o U h _• J /\W U 41 U n (/1 Y C^ C^ O Z C�ZW o e0® (J— ill N (' w --m o 0* �3 J 0 2l.4 N N C J * Q o 0 z W 0 U Z � Z O S z Z w U PRELIMINARY FOR CAMA PERMITTING ONLY z D 0 d' y U w co �w a U a z c a A �w o < C, ao OO QoQ N rA O Z o L� O z O o � o zQ o }F aowaz U L a z� d ILU� �LWi Q Z=UJ= N Vl a 0 N O= (n O H d N~ 0000a F- z ��(n0 Oa ww , _ ZnZazw(n Oo�Qn� ww� Owwp mzW = Vl 0 0_ w U CC w Z O O Q (nw OZ _UOd Oz Z zaMLJo U 0ao O } _ - 0 z O m U w Q 0 m H 0 0 0 Q W w O m W OLL, W Z w w W U)Ow =w' �� m� 0 S Q ~ Z W U _ r M m N o w O M ~ Y D N N a m a W cp � � o NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. i 5 ROANOKE VVA r I I I I I I I I I I I *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. 75' AEC / '- .NLIAN U. 4 MLtIV L. MOFFETT PIN gbgII6427645 - WALL `0 0 \ PROPOSED 30 LF BREAKWATER OVERLAP WALL EX.\ BJLKHFA /sM EX.. RIP RAP ri L..m 00 • (7 iE '" ^ Uzz4 o N Z (j h <W O Z C�Z W dN00 e0® K ill N J 0 2l.4 N N C J * Q o 0 W Z O S z Z w U PRELIMINARY FOR CAMA PERMITTING ONLY z D O h y U w � �w a U a O a A w o < M � O MM W � � o 0 �O Vi z O z O 0 II w w Ll z w J Q U N U of 0 1 o zQ z o aowa� }� >' U a z� m O p d Z= J= d U 7E 0- Q U -OLD !nO=�ln) NUn OH d d N'- Q O C Q Q O F- Z U a ww wzoz-azwcn OOo�Q, n ww� O�wo ti� U=m(nN� wz OmZ w Z � w H o LEGEND q i z Q d J l] U w o W O Z Z Q MLJO W vi Om (Zj LJO 0 F OUj0} - 2023 NORMAL WATER LEVEL (NWL) soLiv o om w z m w z �� 2010 NORMAL WATER LEVEL (NWL) LLJ 2008 NORMAL WATER LEVEL (NWL) m M U N m o w� rY N Q U m a r � w � U cp o NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. PROPOSED P14192 OFFSHORE SILL AND SLOPE SOFTENING CROSS SECTION *STRUCTURAL DESIGN BY OTHERS N TS PROPOSED FILL BETWEEN LOWER TIER BULKHEAD AND RIP RAP WEDGE DETAIL *STRUCTURAL DESIGN BY OTHERS N TS pp * (7 iE '" ^ Uzz4 o U N z h _• J W O /\W U ai W E 41 U n (/1 Y C^ C^ o Z �Z W o e0® (J— ill N (' w - -m o O* �3 J O ml.4 N N C J * Q o 0 z W O U Z o S z PRELIMINARY FOR CAMA PERMITTING ONLY Z 0 0 w Z cn z II a� z A J LLJ q w W ,l 00 U r Z w �1 WMw Z LLj O W F- 0 vim, 0 U PQ V = (n O � Q Z L� 0 Z 0 F- O z Q O }F aowaz _N U L a z� m O O 3 d d U:7E U Q Z= U J= N V1 a 0 N O= (n O H d N~ 0000a F- Z �cf)(nO a ww Oo_ wZOZZw(n ww�<OJW p z w = Vl O 0_ w U CC w Z O O Q (nW OZ _UOw OZ Z O W vi Z Z Q M w' 0 0 0 0 O U } _ - 0 Z O m U w Q 0 m H 0 0 0 w Q W oomw wz ww> U)0n =w=��mm0 S Q ~ W W U _ r M m N m o w \ O M~ Y D N a m o = u �� o T L d E N M N N O r �•• (D w m NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR w aa��Z DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS E o DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. i ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS .2 BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. U cWi a v M z Z. zW o o •!� I.1 m ry QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE Ci U 4 -"m o COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE 3 •• h J 0 2 N N N C FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE o'� •� �.sv USE OF THIS INFORMATION. 0zz � z W as• a o W o \ U z � O �p S z Z W 7 U rn EX. SECTION 404 SAND BERM SECTION 404 WETALNDS BETWEEN Lo WETLANDS WETLAND AREAS PRELIMINARY PROPOSED FOR CAMA NATR X SIILL PERMITTING ONLY 1=1 11=1 I 1=1 11=_=_ N II —III —III —III —III —III —III —III —III _ _ _ _ 1 _ _ • = s• ' • = _ = 1-1 1-III—I I I —I I I-1 I I-1 I I-1 I I-1 I I-1 I 1=1 11=1 I 1=1 11=, I • —= � •• .. 1, tfi I� Ifi 11=1 11=1 I I —III —III —III —III —III —III —III —III —I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I � =111—III—III=1I I —III —III —I I1=1I1=1I1=1I1=1I1=1I1=111=111=111=111=111=111=111=111=1II- Z 1=1 11-1 III III-1 11=1 I I- i i =1 11=1 I I III-1 I I-1 I I-1 I-1 I-1 I-1 I-1 I-1 I-1 I-1 I-1 I-1 I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I— I I I I I-1 I ra I I I I I I I I-1 I-1 I I- I I 1=1 11=1 11=I i I I I I I i I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I_, I I, ,III, ;III I I I I I , I I 1-1 11-1 11-1 11-1 11-1 I I-1 W o- V) NATRX SILL FOR COASTAL WETLAND PROTECTION Z U) *STRUCTURAL DESIGN BY OTHERS Z N TS V II a� z J W A 0 W H C) Z A W = Z W 00 O 1.0' U �I p Q = CL 1.5' � � O � MAX. Ra V�j O o O I'7iyj Q — — — — — — — — — — — — — — — — — — — — z 02 O _-111-111-111-111-111-111-111-111= � —111-111 =1I1—1I1_IIllI IIllI IIllIIIIIIIIIIIII11I11=1I1=1I 1-111-1 I I=I 11=III-111=1 I I =I I I D OR VINYL SHEETPILE —III—III= -111—IE" _ TI-1I11=1I I 1-1I I—III—III—III—III-111-111-1 I I —III —III— — o In Q z w Q o w �-111-111-111-111-111-11 1-111-111-111-111-111-111-111-111—III _ -I 11-1 11-1 11-1 11-1 11-1 11—111-111-111-111-111-1 11-111-111-111— }- c `i H Q H o� m� w Z� —I 11-1 11-111-111-111-11 111-1 11-1 11-1 11-111 ;111-111=1 11=1 11-1 w J a J w -III—III—III=1 I=1 I=1 I III=III—I i �— I —I I— �o=� n�00 I=III=1 I I —III —I I —i i—I I o w a o a N o 0 NCl) 0 HZZv�i(n(n < Oa ww wzoz—azwcn o�Qn� ww� owwo TIMBER/VINYL FREE STANDING SILL ~_ =m��J~Ua w = Vl 0 0�_ w U CC w Z O U Q (n H(nw O�Z UOa � wo Z � Owwo Z0(n *STRUCTURAL DESIGN BY OTHERS a° w a a w ow aV)mooaU 1aNTS m omo��o O 0a Liwwz Li In Ow Sw=uFwa0 S Q ~ W w U U c U _ r M m C-' N m o w \ O M~ Y D N N a m d w cp � � o Nags Head Links Recent Photographs 6' Base NaTrDC NATRX TECHNOLOGY OVERVIEW maTrx ADA P T IV E IN F RAS T R U C T U RE r Our patented Dry FormingTM process is a breakthrough approach to providing sustainable, eco-positive coastal infrastructure resilience. ExoForms are versatile and naturalistic structures that are high-performance, habitat - specific, and eco-positive. Natrx ExoFormsTm are intelligently designed to leverage nature to provide more benefits than traditional methods with far less material. And because ExoFormsTM are a nature -based system, they promote new habitat growth right away and grow even stronger over time. Natrx Dry FormingTm Advanced Manufacturing Our Dry FormingTM technology provides the ability to move from digital design to physical ExoFormTM structure within 1 day. Dry Forming enables the unprecedented ability to optimize and deliver ExoFormsTm at scale. DESIGN Geometric complexity High surface area Customizable void spaces Rapid design iteration BENEFITS Energy dissipation Sediment deposition Habitat creation Biodiversity USE CASES Living shoreline Fishing reef Bulkhead/riprap alternative Beneficial use Coral restoration NATRX TECHNOLOGY OVERVIEW maTrx ADA P T IV E IN F RA S T R U C T U RE Natrx uses proprietary technology and patented, advanced manufacturing to harness the unmatched, adaptive power of nature to address coastal resilience and protection challenges. Traditional methods for coastal resilience and infrastructure protection are expensive, ecologically damaging, and unreliable. Natrx has taken a technology -first approach to addressing these challenges —creating new, sustainable, and cost-effective solutions. Starting with our SatTech assessment and continuing through the manufacture of project -specific smart infrastructure modules (Natrx ExoForms), we help streamline SAMPLE USE CASES Living shoreline Fishing reef Bulkhead/riprap alternative Beneficial use Coral restoration permitting and installation with custom solutions to address a range of watershed, coastal, and deep -water applications. Highlights of the Natrx Approach Natrx SatTech Our proprietary technology for assessing risks, identifing opportunities, and measuring results of nature -based solutions on performance and co -benefits at scale across large areas and asset holdings. SatTech Benefits: • Reduce costs and timelines • Anticipate rather than react to resilience issues • Prioritize spending to optimize outcomes • Receive credit for habitat enhancements and blue carbon • Monitor ongoing progress and results Natrx founders have over twenty publications and five issued patents for advanced nature - based coastal protection, and have deployed over 50,000 tons of biogenic living shoreline solutions in the past 15 years. Our approach has led to meaningful work with some of the biggest names in infrastructure protection and sustainability science: ConocoPhilli s P 1706 DUCKS UNLIMITED ;NSF;AvIF ♦ �♦RISE Resilience Innovad Natrx ExoForms A highly flexible, project -specific, coastal resilience solution that's safer and faster to install than traditional methods, promotes habitat -growth and ecological benefits, and gets stronger over time. ExoForms Benefits: • Rapid design iteration • Habitat specific modules are formed with high surface area, tailored void spaces and naturalistic aesthetics • Promote Energy dissipation, sediment deposition, habitat creation, biodiversity Nags Head Links Recent Photographs Nags Head Links Recent Photographs r Nags Head Links Recent Photographs - I .-mddd Nags Head Links Recent Photographs Al" Nags Head Links Recent Photographs Nags Head Links Recent Photographs Arm Nags Head Links Recent Photographs Nags Head Links Recent Photographs �� nwnmM �V r�� B0.R�RNE IMtYlV x3lM� �MMOMOR MA 110.WIYBMPI 41N O4 R0.K I smrozw.w II marwmawn uwmaleercowrvmarY"uuso�msw �� i m+msm III �ou�na�n I I roaw•«� uuuwwuerw �MnW`�SuR5�5�^ay IYMJ�4]R W UKPttiY ttl4M1 rygyYIX IVN4 In\ rmmvno.cu s�wssroesarms.emrt wsua� W�roY9WF90A0� � '¶� �4n N![4[ K+T.ILLIIWEIILEI V "D� p¢VYHYI¢O{ 1d V i s `i [^ d f I fAP� �` S � F,> 4' f �yy{j'ri. �a{�+',s �:.;>. ��pp •'� CIF�� y� F.. � � i �u� i+; k � ,q:,. �� 3~y�T a i�,. ��P,n C.... I'� ..._.f. r��.1 �� SOXCja ROCK PEBBLE/GRAVEL AT THE TOE OF THE SOX SYSTEM —NORTH CAROLINA •' e North Carolina Department of Environmental Quality SCOPING MEETING REQUEST Please complete all the information below. Call and email the appropriate coordinator with the completed form. • Asheville Region -Alison Davidson 828-296-4698; alison.davidsonr7a.ncdenr._-gov • Fayetteville and Raleigh Regions - David Lee 919-791-4204; david.lee(c_ncdenr.gov • Mooresville and Winston-Salem Regions — Paul Williams 336-776-9800; paul.e.williams(c_ncdenr._gov • Washington Region - Lyn Hardison 252-948-3842; Iyn.hardison(@ncdenr.gov • Wilmington Region -Cameron Weaver 910-796-7303; cameron.weaver(a_ncdenr.gov Project Name: Nags Head Links Shoreline Protection and Living Shoreline County: Dare Applicant: John Mebane, Superintendent Company: Club Corp Golf of North Carolina, LLC Address: 5615 S. Seachase Dr. City: Nags Head State: INC Zip: 27949 Phone: (252) 441-8073 Fax: Email: john.mebanea(7invitedclubs.com Physical Location of Project: 5615 S. Seachase Dr. (Nags Head Links Golf Course) Engineer/Consultant: Brian Rubino, P.G. Company: Quible & Associates, P.C. Address: P.O. Drawer 870 City: Kitty Hawk State: NC Zip: 27949 Phone: 252-491-8147 Fax: Email: brubinoguible.com Please provide a DETAILED project narrative, pdf site plan and a vicinity map with road names along with this Request form. The project narrative should include the following when available: Existing Conditions- List of existing permits, previous project name(s) or owner name(s), existing compliance or pollution incidents, current conditions or development on site, size of tract, streams or wetlands on site*, stream name and classification, historical significance of property, seasonal high water table elevation, riparian buffers, areas of environmental concern, setbacks Proposed- Full scope of project with development phase plan, acreage to be disturbed, wetlands to be disturbed, waste treatment & water supply proposed, soils report availability, % impervious surface, stormwater treatment and number of bmps, public or private funding. *Relative To Wetlands — Federal and coastal wetlands must be delineated by a US Army Corps Regulatory Official, Coastal Management Field Rep or a qualified environmental consultant prior to undertaking work such as filling, excavating or land clearing. The delineations must be approved by the US Army Corps of Engineers (USACE) and/or the Division of Coastal Management. Wetland delineations are valid for a period not to exceed five years from date of USACE approval. Please provide estimated investment & expected employment numbers: $ Jobs For the scoping meeting, it is best to provide a list of questions and topics of concern. It is helpful to know what you hope to gain from the meeting. Please have thoughts and presentations organized as much as possible to make the best use of time. Agencies Involved: Check all agencies that may be involved with project: ® Marine Fisheries ® National Marine Fisheries ® U.S. Fish & Wildlife ® INC Wildlife Resources ® Coastal Management ® Land Resources ❑ Stormwater ®Erosion Control) ® U.S. Army Corps of Engineers ® Shellfish Sanitation ®Water Resources: (® 401/buffer ❑ NPDES ❑ Non -discharge ❑ Public Water Supply) ❑ Air Quality ❑ Solid Waste ❑ UST ❑ Hazardous Waste ❑ Other ❑ Other ❑ Other ❑ Other ❑ Other NCDEQ Scoping Meeting March 2016 Nags Head Links Recent Photographs Nags Head Links Recent Photographs Nags Head Links Recent Photographs r Nags Head Links Recent Photographs - I .-mddd Nags Head Links Recent Photographs Al" Nags Head Links Recent Photographs Nags Head Links Recent Photographs Arm Nags Head Links Recent Photographs Nags Head Links Recent Photographs I 1' i �4 , + w Imp 1 (l L kilm I gy 4 t. 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