The URL can be used to link to this page

Home My WebLink About20052146 Ver 2_CAMA Application_20070501Q~~ ~~- NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Charles S. Jones, DireCtOr William G. Ross Jr., Secretary Aprll 30, 2007 MEMORANDUM: va_ ~~-a.~y~ TO: Cyndi Karoly, Supervisor ~, 401 Oversight & Express Permits Unit a~,~~ ,~~~ Division of Water Quality-Surface Water Protection ~~~ MAY ~ Z~1~;7 FROM: Doug Huggett, Major Permits Coordinator r'swa-w~r~ r~~, ?rt4 4?Fk 4~f;CH SUBJECT: CAMA Permit Application Review Applicant: MAS Properties, LLC for Seawatch at Sunset Harbor Project Location: between Hwy 211 and Sunset Harbor Rd., adjacent to Mercer Mili Creek, near Supply, in Brunswick county Proposed Project: community docking facility with wooden bridge, screened shelter with restrooms, canoe storage building, and parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form by May 24, 2007. If you have any questions regarding the proposed project, contact Debbie Wilson at (910) 796-7270, when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE 127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 Phone: 910-796-7215 i rAX: 910-395-396411nternet: www.nccoastaimanagement.net An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled l 10% Post Consumer Paper DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Seawatch at Sunset Harbor, Inc. / MAS Properties, LLC 2. LOCATION OF PROJECT SITE: Site is located between Highway 211 and Sunset Harbor Road, adjacent to Mercer Mill Creek, near the Town of Supply, in Brunswick County. Photo Index - 2006: no coverage 2000: no coverage 1995: no coverage State Plane Coordinates - X: 79346.438 Y: 2247069.633 GPS - N042019A Lat:33°57'54.78051"N Long: 78°11'07.05292"W 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 04/20/06, 11/14/06, 01/10/07 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received Complete - 04/05/07 Office -Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan- Brunswick County Land Classification From LUP -Rural (B) AEC(s) Involved: PT, EW (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing- Municipal sewer (F) Type of Structures: Existing- Roads, utilities and houses under construction Planned- elevated bridge, elevated boardwalks, and community docks, screened shelter with restrooms, canoe storage building and parking area. (G) Estimated Annual Rate of Erosion: N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands (§404) (B) Non-Vegetated Wetlands (Open Water) 5,481 s . ft. (shaded 665 sq. ft. (shaded) (C) Other - Highground disturbance 29,418 sq. ft. (D) Total Area Disturbed: 0.68 acres (E) Primary Nursery Area: Yes (F) Water Classification: C; Sw, HQW Open: No 8. PROJECT SUMMARY: The applicant plans to construct four community piers with crabbing platforms, one community floating dock, an elevated wooden bridge, a screened shelter with restrooms, a canoe storage building and parking area. Seawatch at Sunset Harbor, Inc. Page 2 9. PROJECT DESCRIPTION The proposed project is located in Brunswick County between NC Hwy 211 and Sunset Harbor Road, adjacent to Mercer Mill Creek near the Lockwoods Folly River. The proposed project consists of three sites within the Seawatch subdivision. To reach the project area, travel south on US Hwy 17 to the intersection with NC Highway 211 near Supply, NC. Turn left onto NC Hwy 211 and travel approximately 5 miles to Sunset Harbor Road. Turn right onto Sunset Harbor Road and travel approximately 2.5 miles, the entrance to Seawatch will be on the left hand side of the road. Once within the development, travel to the three project sites should be made according to the subdivision map included in the permit application. The property encompasses approximately 1,274 acres with 1,141 lots and extends from Sunset Harbor Road to NC Hwy 211. Approximately 165.66 acres of the 1,274- acre site are §404 wetlands. Mercers Mill Creek, a tributary to the Lockwood Folly River, divides the property into two sections and borders the northeast boundary of the property. The highground portion of the property has an elevation range from 2 to 32 feet above mean sea level. The topography of the site is generally flat, with moderate slopes leading down to the waterfront in some areas. The highground soils consist primarily of Baymeade fine sand, Wando fine sand, and wetland soils consist of Torhunta mucky fine sand. The site is predominately wooded with highground vegetation consisting primarily of Loblolly Pine (Pinus taeda), Red Maple (Ater rubrum), Black Gum (Nyssa sylvatica), Sweet Gum (Liquidambar stryciflua) Turkey Oak (Quercus laevis), Yaupon Holly (Ilex vomitoria) and Southern Wax-myrtle (Myrica cerifera). The predominant coastal wetland species in the project area consist of Black Needlerush (Juncus roemerianus) and Salt Meadow Cordgrass (Spartina alterniflora). The coastal wetland areas consist of mixed high and low marsh areas of varying size and composition. The Corps of Engineers has approved a wetland delineation of the Seawatch development site. Existing structures on the property includes roads, utilities, and several houses under construction which are located landward of the 75' Estuarine Shoreline AEC. The Brunswick County Land Use Plan classifies the upland areas of this project as Rural. The waters of Mercer Mill Creek in the vicinity of the project area are classified C; Sw, HQW by the NC Division of Water Quality. The Division of Marine Fisheries has designated this area as Primary Nursery Area and it is closed to the harvesting of shellfish. PROPOSED PROJECT The applicant plans to construct four community piers with T-head platforms, one community floating dock, one elevated wooden bridge, a screened shelter with restrooms, a canoe storage building and a parking area. The applicant states that the floating dock will be used as a canoe and. kayak launching facility and no permanent boat slips are proposed. The majority of the uplands have been cleared and most of the roads and utilities have been installed. Development of the upland part of the project is currently under construction and consist of approximately 1,141 lots for single family homes ranging in size from approximately '/4 to l+ acre in size and several houses are nearing completion. The applicant proposes three separate sites for the construction of the four community docks (see Sheet 6 of 26 for locations). Site `'1" is located at the end of Gallego Point between Lots 41 and 42. At this location the applicant has proposed asemi-circular driveway and parking area measuring approximately 98' x 137' located landward of the 75' Estuarine Shoreline AEC. Adjacent to the parking area the applicant proposes two structures; one is referred to as a screened shelter with restrooms located on the northwest side of the parking measuring approximately 52' x 68'. A second structure referred to as a canoe storage building is proposed adjacent to the Seawatch at Sunset Harbor, Inc. Page 3 first structure on the south side. The canoe shelter would measure approximately 27' x 41' and would be connected to the screened shelter by a wooden open deck area. As proposed, there would be an elevated wooden boardwalk/pier measuring approximately 6' in width by 68' in length, which would extend waterward from the screened shelter to an elevated fixed T-head measuring approximately 12' in width by 28' in length. The structure would run parallel with the shoreline and would extend approximately 6' into the waterbody (see Sheets 7, 8 & 10 of 26). The center portion of the T-head, approximately 12' in width by 19' in length, would be covered. The waterbody measures approximately 24' wide at this location and the water depths adjacent to the T-head are approximately -1.06' @MLW. The northern end of the platform, approximately 6'in width by 8' in length would extend over §404 and coastal wetlands, predominately Salt Meadow Grass (Spartina patens) and Black Needle Rush (Juncus roemarianus). The remainder of the highground at this location is devoid of ground cover. The applicant proposes a second pier at Site "1"which would originate at the canoe storage building and would extend waterward and would measure approximately 6' in width by 100' in length. The pier would connect to an elevated fixed T-head measuring approximately 10' in width by 26' in length running parallel with the shoreline. This structure would extend approximately 5' into the waterbody and approximately 5' over coastal wetlands, vegetated predominately with Black Needle Rush. As proposed, the center portion of the platform, approximately l 0' in width by 19' in length would be covered. Extending from the north end of the platform the applicant proposes a ramp measuring approximately 3' wide extending to a floating dock measuring approximately 4' in width by 20' in length running parallel to the shoreline (see Sheets 9 & 11 of 26). The applicant states that this floating dock would be used for launching canoes and kayaks and no permanent slips are proposed. The waterbody measures approximately 26' wide at this location. Water depths adjacent to the floating dock range from approximately 0.60' to -4.16' @MLW. At Site " 2", which is located off Gallega Point between Lots 47 and 48, the applicant is proposing a third elevated pier and elevated fixed T-head. The proposed pier would measure approximately 6' in width by 385' in length and would span §404 and coastal wetlands, vegetated predominately with Black Needle Rush. At the terminal end of the pier would be an elevated fixed T-head measuring approximately 10' in width by 35' in length and running parallel the shoreline. This structure would extend approximately 6' into the waterbody and approximately 4' over coastal wetlands, vegetated predominately with Black Needle Rush. As proposed, the center portion of the platform, approximately 10' in width by 19' in length would be covered. The waterbody at this location measures approximately 28' wide and the water depths adjacent to the T-head range from approximately -1.83' to -2.50' @MLW. At Site " 3", which is located at the end of Verrazano Lane, starting behind Lot 288, the applicant is proposing the fourth elevated pier and elevated fixed T-head. The proposed pier would measure approximately 6' in width by 372' in length and would span X404 and coastal wetlands, vegetated predominately with Black Needle Rush. At the terminal end of the pier would be an elevated fixed T-head measuring approximately 10' in width by 40' in length running parallel the shoreline and extending approximately 6' into the waterbody and approximately 4' to 6' over coastal wetlands, vegetated. predominately with Black Needle Rush. As proposed, the center portion of the platform, approximately 10' in width by 19' in length would be covered. The waterbody at this location measures approximately 31' wide and the water depths adjacent to the T-head are approximately-0.82' @ MLW. Seawatch at Sunset Harbor, Inc. Page 4 The applicant is also proposing to construct an elevated bridge across Mercer Mill Creek in order to connect the northern and southern portions of the subdivision and provide access to the main entrance off Sunset Harbor Road. "The proposed bridge would be located on Nautica Blvd. Between North Respire and Barlowe Streets. At this location Mercer Mill Creek is designated as inland waters, but is still tidally influenced. Adjacent to the proposed bridge location are jurisdictional §404 wetlands, which extend approximately 250' landward from the bank of the creek. No coastal wetlands are located at the proposed bridge site. As proposed, the bridge would measure approximately 30' in width by 615' in length and would be elevated approximately 5' to 12' above the §404 wetlands. The proposed bridge would be elevated on pilings and constructed of solid wood framing with concrete abutments measuring approximately 35' in length with I-beams and wood planking (see Sheets 20 thru 25 of 26). As proposed, the bridge will have a horizontal clearance of approximately 35' and a vertical clearance of approximately 11' for navigation. The applicant states that logging mats will be used for construction equipment to cross all wetlands and silt fencing will be installed. Approximately 1500 sq. ft. of highground fill is proposed in the construction of the bridge to provide a transition from the ground to the bridge surface at the terminal ends of the bridge. No fill material is proposed in §404 wetlands. The average water depth at the proposed crossing is approximately -2' @ MLW. 10. ANTICIPATED IMPACTS A total of .68 acres of highground area would be graded, filled, and or disturbed for the construction of the screened shelter with restrooms, canoe storage building, parking area, and bridge. The proposed piers and platforms would result in the shading of approximately 5,481 sq. ft. of coastal and §404 wetlands. The docks would incorporate approximately 665 sq. ft. of Estuarine Waters and Public Trust Area. The piers and docks would not appear to exceed '/4 width of the water body. Those lots currently platted would be prohibited from having piers and since the property lines do not extend to MHW (thus no riparian rights). A short-term increase in turbidity can be expected during piling installation during pier/dock construction. Brunswick County will be the provider of community water and sewer service for the subdivision. Sedimentation and Erosion Control Plan and Stormwater approvals have been received for this project. Submitted by: Debra D. Wilson Date: Apri126, 2007 Office: Wilmington Project Narrative CAMA Major Permit Construction of Plank Bridge Brunswick County Seawatch. at Sunset Harbor MAS Properties, LLC and Seawatch at Sunset Harbor Inc, request a CAMA Major permit to construct a wooden plank bridge over Mercer Mill Creek, to build four. community crabbing docks, one community floating dock, and four community piers in the Seawatch at Sunset Harbor subdivision. The planned Seawatch subdivision is located between Highway 211 and Sunset Harbor Rd. in Brunswick County. Mercer Mill Creek divides the development into two sections, so that the northern part of the development is disconnected from the community's planned entrance off Sunset Harbor Rd. To access the northern portion of the property, and avoid wetland fill impacts, a bridge is proposed. Mercer Mill Creek is a freshwater creek which has been deemed tidal by NC DCM staff. The crossing is not located within a 75' Estuarine Shoreline AEC, and no coastal wetland vegetation exists along the creek in the vicinity of the bridge. The Public Trust AEC is present and requires the inclusion of the proposed bridge crossing into the CAMA Major Permit application. Jurisdictional 404 wetlands do exist along the creek and extend approximately 250' from either side of the creek banks. Wetland limits have been delineated by Land Management Group and. approved by the US Army Corps of Engineers. The total bridge length will be approximately 615' and the total width will be approximately 30'. The bridge will begin approximately 50' before the wetland limit on both sides of the creek, so that no wetland fill is required. Upland fill will be utilized for approaches to the bridge. The proposed piers will be 68, 100, 372, and 385 feet long and will provide access to the proposed platforms. There are four platforms proposed that will be used as crabbing docks. One 4'x 20' floating dock is proposed. 1"he floating dock will be used to launch canoes and kayaks. There are no permanent boat slips proposed. There is no dredging or wetland fill proposed. Piers will be elevated over coastal wetlands a minimum of 3 feet and will not exceed 6 feet in width. Platforms will not extend more than '/4 of the width of the water body, into the channel, or more than 6' over coastal wetlands. None of the proposed structures are located within I S feet of adjacent riparian corridor lines. Upland development will include one screened shelter with restrooms, one canoe storage building, and asphalt and concrete parking located on Site 1. Individual lots do not have riparian rights. ~IEC~IVED ~`a~M VUILMINI~T~N. NC ~ ~ ~ 2007 Site one is located along Valderama Way starting between lots 41 and 42 and extending to Mercer Mill Creek to the west. Site two is located off Gallega Point between lots 47 and 48 and extends east to Mercer Mill Creek. Site 3 is located at the end of Verrazano Lane, starting behind lot 288, and extends north to Mercer Mill Creek. The proposed bridge is located along Nautica Boulevard between N. Respire and Barlowe St, extending over Mercer Mill Creek. Hydrographic information was surveyed By Cape Fear Engineering Inc. and is referenced to mean low water (MLW}. RECESV~[~ ACM 1~!!LMlNGT®N, NG Form DCM-MP-1 APPLICATION (To be completed by all applicants) 1. APPLICANT a. Landowner: d. Is proposed work within city limits or planning jurisdiction? Yes X No Name MAS Properties LLC & Seawatch at Sunset Harbor Inc. c\o Sheldon Tucker Address 131 Ocean Beach Blvd. City Holden Beach State NC e. Name of body of water nearest project (e.g. river, creek, sound, bay) Mercer Mill Creek 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT Zip 28462 Day Phone (910) 846-1000 Fax (910) 846-4000 b. Authorized Agent: Name Land Management Group Inc. Address P.O. BOX 2522 City Wilmington State NC Zip 28402 Day Phone X910) 452-0001 Fax (910) 452-0060 a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. Bridge to cross Mercer Mill Creek in Seawatch at Sunset Harbor, one community floating_dock, four community, elevated boardwalks with crabbin docks. b. Is the proposed activity maintenance of an existing project, new work, or both? New work c. Project name (if any) Seawatch at Sunset Harbor 2. LOCATION OF PROPOSED PROJECT a. County Brunswick County b. City, town, community or landmark Supply c. Street address or secondary road number. Sunset Harbor Road (vicinity map attached) c. Will the project be for public, private or commercial use? Private d. Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional pages. The purpose of this project is to provide access between the two sections of the subdivision that are divided by Mercer Mill Creek and provide amenities to residents of the subdivision F~E~ElVEC.~ AGM VtP`9t.MIN~TCN, ~~ ~.tI~Y ~ a3 Ll3U Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract 1,274 acres b. Size of individual lot(s) 1/4-1 acre+ c. Approximate elevation of tract above MHW or NWL 2-32 ft NWL d. Soil type(s) and texture(s) of tract Kureb fine sand, torhunta mucky fine sand and muckalee loam, wando fine sand e. Vegetation on tract Black gum, sweet ug_m turkey oak, yaupon, wax m, rte f. Man-made features now on tract Roads utilities boardwalks g. What is the CAMA Land Use Plan land CIaSSlflcatlOn Of the Slte? (Consult the local land use plan.) Conservation Transitional _ Developed Community X .Rural Other h. How is the tract zoned by local government? P.U.D R-7500 I. Is the proposed project consistent with the applicable zoning? X Yes No (Attach zoning compliance cert~cate, rf applicable) j. Has a professional archaeological assessment been done for the tract? Yes X No If yes, by whom? k. Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes X No 1. Are there wetlands on the site? X Yes No Coastal (marsh) X Other X (404) If yes, has a delineation been conducted?Yes (Attach documentation, if available) m. Describe existing wastewater treatment facilities. Brunswick County Wastewater Treatment Plant n. Describe location and type of discharges to waters of the state. (For example, surface runoff, Sanitary wastewater, industriaUcommercial effluent, `wash down" and residential discharges.) Limited surface runoff o. Describe existing drinking water supply source. County water service to subdivision 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: * A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. If the applicant is not claiming to be the owner of said property, then forward a copy of the deed or other instrument under which the owner claims title, plus written permission from the owner to carry out the project. * An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale in black ink on an 8 '/z" by 11 "white paper. (Refer to Coastal Resources Commission Rule 7).0203 for a detailed description.) Please note that original drawings are preferred and only high quality copies will be accepted. Blue-line prints or other larger plats are acceptable only if an adequate number of quality copies are provided by applicant. (Contact the U.S. Army Corps of Engineers regarding that agency's use of larger drawings.) A site or location map is a part of plat requirements and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the site. Include highway or secondary road (SR) numbers, landmarks, and the like. * A Stormwater Certification, if one is necessary. R EC E i V E D GCM t11i'IL[vIINGT~I~. NC i~CT ~ 6 2006 Form DCM-MP-1 * A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has been provided. Name See attached Address Phone Name Address Phone Name Address Phone * A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. NCDENR issued cem-it NCG01000: 10/2003 NCDENR issued ~ertnit SWS 040614: 7/19/2004 NCDENR issued hermit BR-04044: 1/6/2006 NCDENR issued Kermit for project BR-04044: 1/6/2004 USACE ACTION ID 20500777 * A check for $400 made payable to the Department of Environment, .Health, and Natural Resources (DEHNR) to cover the costs of processing the application. * A signed AEC hazard notice for projects in oceanfront and inlet azeas. * A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A -1 to 10) If the project involves the expenditure of public funds or use of public lands, attach a statement" documenting compliance with the North Carolina Environmental Policy Act. 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. This is the day o£~Plcr~ae~~ , 20e,~ Prmt Name ~~ v~o('Rtrot' Signature ~~" ~ '~.._r.~_ ~ '~~~-r' .~ Landowner or Air~h~fized Agent Please indicate attachments pertaining to your proposed project. DCM MP-2 Excavation and Fill Information X DCM MP-3 Upland Development X DCM MP-4 Structures Information X DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE: Please sign and date each attachment in the space provided at the bottom of each form. ~ ~ ~ ~ d V ~ ~3CM WItxN!lNGTQ~!9 PAC Form DCM-MP-3 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. a. Type and number of buildings, facilities, units or structures proposed Site 1: One screened shelter with restrooms, one canoe storage building, asphalt and concrete parking. Sites 2 and 3: None b. Number of lots or parcels One Common Area Parcel c. Density (give the number of residential units and the units per acre) NA d. Size of area to be graded, filled or disturbed including roads, ditches, etc. -27,918 s.f. for the amenities area and -1,500 s.f. for the bridge location If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control. plan at least 30 days before land disturbing activity begins. If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? x Yes No If yes, date submitted 8/15/03 f. List the materials (such as mazl, paver stone, asphalt, or concrete) to be used for paved surfaces. Asphalt and concrete g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious and/or built-upon surfaces, such as pavement, buildings, rooftops, or to be used for vehicular driveways or parking. 0.0009 h. Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. Has a site development plan been submitted to the Division of Environmental Management for review? _~_ Yes No If yes, date submitted a/~ i. Describe proposed method of sewage disposal. Brunswick County waste water treatment plant j. Have the facilities described in Item i. above received state or local approval? Approved (Attach appropriate docununtatiort) k. Describe location and type of proposed discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential dischazges). Surface runoff 1. Describe proposed drinking water supply source . (e.g. well, community, public system, etc.) Brunswick County water system m. Will water be impounded? Yes ~_ No If yes, how many acres? n. If the project is a oceanfront development, when was the lot(s) platted and recorded? NA Seawatch at Sunset Harbor AppUcsnt or Project Name ~. L~ Signature 9 ~ O6 ~'` RECEtVEC~ DCM WILMINGT6N, NG Revised 03/95 ~~~ ~ ~! 2d~16 ' Form DCM-MP-4 STRUCTURES (Construction within Public Trust Areas) Attach this form to Joint Application for CAMA Major e, Mooring buoys Permit, Form DCM-MP-1. Be sure to complete all (1) NA Commercial NA Community NA Private other sections of the Joint Application which relate to (2) Number NA this proposed project. (3) Description of buoy (Color, inscription, size, anchor, etc.) a. Dock(s) and/or Pier(s) NA (1) -Commercial Community ._ Private (2) Number 4 Piers/ Elevated boardwalks (3) Length 68'. 100'. 372': 385' (includes upland portion) (4) Width of water body NA (4) Width s' (5) Distance buoy(s) to be placed beyond (5) Finger Piers ~_ Yes No shoreline NA (i) Number 1 Floating dock (ii) Length 20' f. Moor ing structure (boatlift, mooring pilings, etc.) (iii) Width 4' (1) NA Commercial NACommunity NA Private (6) Platform(s) X Yes No (2) Number NA (i) Number 4 Crabbing dock platforms (3) Length NA (ii) Length 28'; 2535; 40 (4) Width NA (iii) Width 12'; 10; 10; 10 (7) Number of slips proposed None g. Other fc~Y~ completr dtscripBvn) (8) Proximity of structure to adjacent riparian NA property lines >15' To South, >15' North (9) Width of water body Apnrox, 23'. 21'.28', 31' (l0) Water depth at waterward end of pier at MLW or NWL -1', -4.5'. -1.5'. -1.5' MLW Boathouse (including covered lifts) (1) NA Commercial NA Private (2) Length NA (3) Width NA c. Groin (e.g. wood, sheetpile, etc.) (1) Number NA (2) Length(s) NA d. Breakwater (e.g. wood, sheetpile, etc.) (1) Length NA (2) Average distance from MHW, NWL or wetlands NA (3) Maximum distance beyond MHW, NWL or wetlands NA Seawatch at Sunset Harbor Applkant or Project Name 2 8 0 Date ~~~l~,~I~~s F"e^.P i5 ~ ~ i~;~i~"~ l F'IR'e Revised 03!95 Form DCM-MP-S BRIDGES AND CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. (4) Will all, or a part of, the existing culvert be removed? (Facplain) N/A 1. BRIDGES a. Public Private x b. Type of bridge (constcvction material) Solid wood framing, concrete abutments, I-beams, and woo pan mg g. Length of proposed bridge -615' h. Width of proposed bridge 30' 4" i. Height of proposed bridge above wetlands -5-12' j. Will the proposed bridge affect existing water flow? Yes x No If yes, explain c. Water body to be crossed by bridge Mercer Mill Creek d. Water depth at the proposed crossing at MLW or NWL -2' MLW k. Navigation clearance underneath proposed bridge 12' e. Will proposed bridge replace an existing bridge? ' Yes x No If yes, (1) Length of existing bridge N/A (2) Width of existing bridge N/A (3) Navigation clearance underneath existing bridge N/A (4) Will all, or a part of, the existing bridge be removed? (Explain) N/A f. WiII proposed bridge replace an existing culvert(s)? Yes x No If yes, (1) Length of existing culvert N/A (2) Width of existing culvert N/A (3) Height of the top of the existing culvert above the MHW or NWL N/A Rerised 03/95 1. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? Yes x No If yes, explain m. Will the proposed bridge cross wetlands containing . no navigable waters? Yes x No If yes, explain The bridge will be elevated on pilings crossing the creek and surrounding wetlands. n. Have you contacted the U.S. Coast Guard concerning their approval? Yes x No If yes, please provide record of their action. t=i t`~ ~ k `u ~.1., DCM 1r'~iLM(NGTOi~, Nt. ACT ZOC6 Form DCM-MP-S 2. CULVERTS a. Water body in which culvert is to be placed N/A b. Number of culverts proposed N/A c. Type of culvert (construction material, style) ni/A d. Will proposed culvert replace an existing bridge? N!A Ye,S N/A NO If yes, (1) Length of existing bridge N/A (2) Width of existing bridge N/A (3) Navigation clearance underneath existing bridge NIA (4) Wiii all, or a part of, the existing bridge be removed? (Explain) N/A e. Will proposed culvert replace an existing culvert? Yes X No If yes, (1) Length of existing culvert wA (Z) Width of existing culvert N/A (3) Height of the top of the eAisting culvert above the MHW or NWL (4) Will all, or a pact of, the existing culvert be removed? (Explain) N/A f. Length of proposed culvert N/A g. Width of proposed culvert N/A h.~ Height of the top of the proposed culvert above the MHW or NWL N/A i. Will the proposed culvert affect existing water flow? yes No If yes, explain N/A j. Will the proposed culvert affect existing navigation potential? Yes No If yes, explain N!A 3. E%CAVATION AND FILL a. Will the placement of the proposed bridge or culvert require any excavation below the MHW or NWL? Yes X No If yes, (I) Length of area to be excavated N/A (2) Width of area to be excavated N/A (3) Depth of area to be excavated N/A (4) Amount of material to be excavated in cubic yards N/A b. Will the placement of the proposed bridge or culvert require any excavation within: No _ Coastal wetlands _ SAVs _. Other wetlands If yes, . . (1) Length of area to be excavated N/~ (2) Width of area to be excavated NIA (3) Amount of material to be excavated in cubic y~~ N/A c. Will the placement of the proposed bridge or culvert require any higbground excavation? y~ X l~lo Road grading and abutment If yes, foundation only (1) Length of area to be excavated N/= (2) Width of area to be excavated wA (~ Amour of ~materisl to be excavated in cubic yards N/A d. If the placement of the bridge or culvert involves . any excavation, please complete the following: (I) Location of the spoil disposal area N/A (2) Dimensions of spoil disposal area N/A (3) Do you claim title to the disposal area? yes NO N/A ff no, attach a latter granting permission from the owner. REGEl01~~. ~Cl~~ ~ti6Ld~~If~GTOty, fv~ >~.~a o~~s ~J ~ e~ t~ 2i~~~ Form DCM-MP-S (4) Wili the disposal area be available for future maintenance? N/A Yes No (S~ Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? N/A y~ No If yes, give dimensions if different from (2) above. f~l/A (6) Does the disposal area include any area below the MHW or NWL? N/A Yes No If yes, give dimension if different from No. 2 above. N/A e. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed below MHW or NWL? Yes x No If yes, (1) Length of area to be filled NIA (2) Width of area to be filled N/A (3) Purpose of fill N/A f. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed within: _ Coastal Wetlands _SAVs _ Other Wetlands If yes, (1) Length of area to be filled N/A (2) Width of area to be filled wA (3) Purpose of fill N/A g. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed on highground? X Yes No If yes, (1) Length of area to be filled ~30' (2) Width of area to be filled -50' (3) Purpose of fill Provide transition from land to . bridge surtace. 4. GENERAL a. Will the proposed project involve any mitigation? Yes X No If yes, explain in detail wA Revised 03/95 b. Will the proposed project require the relocation of any existing utility lines? Yes X No If yes, explain in detail N/A c. Will the proposed project require the construction of any temporary detour structures? ' Yes X No If yes, explain in detail N/A d. Will the proposed project require any work channels? Yes X No If yes, complete Form DCM-MP-2 e. How will excavated or fill material be kept on site and erosion controlled? Silt fencing, abutment, vegetative ground cover f. What type of construction equipment will be used (for example, dragline, backhoe or -hydraulic dredge)? Pile driver, auger, trucks, dozer, grader. g. Will wetlands be crossed in transporting equipment to project site? X Yes No If yes, explain steps that will be taken to lessen environmental impacts. Looaina mats for bridge construction corridor. Silt fencing at edges of corridor. h. Will the placement of the proposed bridge or culvert require any shoreline stabilization? Yes X No If yes, explain in detail N/A Seawatch at Sunset Harbor ~~ 9~ ~ Date F~ECEIVEL.. ECM 1~'ILMING~°QN, !~~ ~.~~;~ t} X006 .!, ~ - i , t _. . ' 1 ~a ~ .. ,. ~~ ~- ~~y,: n F r~~t i 1 - _. ~ ~ ~ ~ ~" .~ r ,~ ,; r ;~,iw~~r.it ~ ~' ~~, '`~' r p 4 "r. '~ '~ '~- ~_ ~ j ~' _ 3 °~ ,.~ r .. ~. 1 P ,a,P„..an _. < ~~ r y ~ x. _-- .~.. ,, r 4 ~. r ~ ._„~. i^' '°*. 1. c .'r........ ~f~ ......... ~ y4 .`' ~ r ~ aE '+S# _W ~, , ,~ ~ r r~, °. `.. ~ , f ~ ~, ~ ~ ~y'~ r .`...~~ 'rs ., , . , SITE ~ ~ jj` 1 _~ f j~ '~ ~ '`~,, ~ `t, i ~ ' -„,, ,~ ~Y ~`~ ~ ~ .r~. _;.--~~ ' ~ ~~ .. 3 „ ~`~~~ ~ " ,{' f F ,.., ~ > r .., a i ~t~ , ~ M _... '. ` ~ ~, ~ 3 ~~. , ._ -. ;p~tr+~+ ~l ,' ~ ' ,. _. =g ~~ ~ ~ , _. ~, nth b ,. = s ~ t ~~ _.. , ,~, w~ _{ _,,.,,,o~ - ,. f ~ q,, ~~ S'+` * Boundaries are approximate and _ are not meant to be absolute. __ i - _.~. .. ~'~. ~. -1.5 0 1.5 ym, T,„ } Map Source: DeLorme Atlas and Gazatteer SCALE 1" = 1 Mile Land Management Group, Inc. SeaWatch at Sunset Harbor Environmental Consultants Site L o c a t i o n P. O. Box 2522 Supply, NC, Brunswick Co Wilmington, Nc 2sao2 Map Sheet 1 of 26 910-452-0001 ,f) t, - r _ - d' _ ~ _ :_, ! _~ ^` - '~ I ~_ a , • rr («. ~ v h ~~ „< . ,ter ~ ._ _. _'.~ . _ `r ~~ __._ '~-..~:~ -_.. __ .. -- - ~-_ ~~_a. .. _ ~.__.__. _ m ,: ;,- '=~ f (TT _ _.,. _ n !' t ' i .~ ~, ~ ;'=+u ~ .~w ~, • -~ .;~ ~ ~ ~ ~ i - c y~ ) .. ., ., A.. ,' ~__ \~ ~""''[~-"C'~1~ i KS ~ _ ~y ~ ;~~ F ~/ t +~~ _ ' ~ j ~ ~- ~+~c_ ~..~=g y ~~fff i--~> ~_.-.: i + _ • -. Y ~ -y r , • / .~... ~, )~ I , ~ ~- t ~ awe" -i~ ( (~ ' ~ 7 'rr ,y k ~ ~ T~' •.'~-' i. ~~ ~v` t t i (r ~}~~,~_ ~.~ 1 " f' ~.R'+`~~ ~1.~ ~S `. '~ /f 1,f-.r' Le '~J _ F'SAI ~4e~i~ E~ i i ~ I '63 f,B ~ w ..._ ._ .-_ _ ~ _ s L i ~. '°~ ---- ..f ,,~ ~; . , A (~'y 4 ~ ~/ 0~ t ~°''~~~ ..- i~ ~-_ 74 ~r f _.. ~j } f>, :...i~. N'f'~ ~~y..t ~-~~~c,+ 1 ,.-.',~~~~~ 1 R + _ ' ~ ~ ,~ ..,,jj _- t ~~i - ~ - ~ i ~~ ~ - i .'tom 7~" ~ -.~~ l ,.,,-~ r t..~ ~ ,~.., ~ - ~~ ...~' ~ -~ - 1 ,~ r ~: { ,~ I. f ,.b "~~ t _ ~ ~l - ~ FFF „`~i~ , I ~ y ~F'• _. 'C' a- `~ ' .1~ ~ S _. y ``'•-L ~ S V -.` -' i ~ ~.~ - ~A f,...~.--.. a- !4 * Boundaries are approximate and j~ are not meant to be absolute. 2500 0 2500 Map Source: Lockwoods Folly, N.C., 1991, USGS 7.5' Topographic quadrangle. SCALE 1" = 2500' Land Management Group, Inc. SeaWatch at Sunset Harbor Environmental Consultants USGS TO O Ma Su I , NC, BrunSwlCk CO P. O. Box 2522 p p P p y Wilmington, NC 28402 910-452-0001 Sheet 2 of 26 ~Fo_ " Fo ~ -~ ~,~~ ~~, ~ r `~ ~ ~ ~oTC ~-;= ? ,~ .: " " ' - ~ . 9kC ~ 4'~S~a ~,t 1 rq~;° ;'~; ~. .. 4 ~ z : ' ~ r i fnl ~ ~ .~, c;.Y~ t ;~ ;~ ~. 70 ~ l •4.- _ , fir' ~, r ? ~'` , , ~ v, ~ ~I ~ ~n `~~:~, ,i- '~i' ~. ~ ' On `fin '3k y ~ 6S - +» ~~ ~ ~ ~~ ~ q . (~ A ,y~y ~ 'i~ Y 4 tf ~tsW S ~.}~ ~ ~`V~ 3 A .'1 ~'; , ~ ~ ~ ~ ~. P` } `f\ '~ ~~kM~Y y ~...~ c fT`r~ ~~w Yw+ Re ~y "3 ~'1 R'.. Lo ~, ~ ' .,~ Y . .[ , s La x "- ~ x~ _ a~ ~ ~ ~~ ~ ~ ~~ . ; r KrB to ~'~ ~ ~ . ~ , ~ - '' ? T ~~'~~.J -~ 1^ '~'~ Vii'.:- ~` f~' ~-' s - ~ ~ ~ ~r ~ ,. 4 %. ~` ~~ `~ ~ .v~ J ~ ^ ~ ? LO `4' ~ N~ i, ~ ~~~~ .N ~d~ ~ Y ~t ~ Y ~ ~, J 4~ r• { I ~ ti' rrv ; _ y ~ ~~ ~ ~ 4 ~~ '~ k _ lit ii , _i ~ ~~ d AMENITIES AREA i ~j~ ,Y~~'' ~' .W ~' ~, _ ~~ ''~~' ' , 13 } ~ ~ r ' K !T' - ~ 4 ri ~ ,~~- 'r' R' c a iYi - - - - M .,p. Y 1 t .,i~si JC I ~y4~v /w~ i ~~~~x V f r ~~'~r ~' ~ ~. 5 .. MK: k, ~; ~ ~ ..~~ '9~f^i '"'~~`~ ~ i ~ ~'~ x~~' ,.a _ _, .. ~ `~ - i ; ,~ r r ~} , ,tv. t7 f k a ~,, ~~ fir ~~.: 'fit t.~~t ,.u .L ._ ,y, a '~ R -~ ~c ~+.- }-~ ~ -a~.,~ c'.~ ~^~ ~."x' ~~1T Yr .~ ~~ ~ .,. ,~ - t ~1 Y ~ t ~ W~~,~, ~y~... •~,~ ~ ~: ~. r_ ._, ., _ ~_ ,. * Boundaries are approximate and are not meant to be absolute. Land Management Group, Inc Environmental Consultants P. O. Box 2522 Wilmington, NC 28402 910-452-0001 Brunswick County Soil Survey 2000 0 2000 SCALE 1 " = 2000' SeaWatch at Sunset Harbor Supply, NC, Brunswick Co Sheet 3 of 26 * Boundaries are approximate and are not meant to be absolute. Land Management Group, Inc. Environmental Consultants P. O. Box 2522 Wilmington, NC 28402 910-452-0001 ~ ~.~ ~- ,Id 2000 0 2000 SCALE 1 " = 2000' SeaWatch at Sunset Harbor 1998 GIS Supply, NC, Brunswick Co ColorAerial Photograph Sheet 4 of 26 A' 0 ils and tion. NOTE: Typical Cross Section. Actual Construction Details and Materials Per Contractor or Engineer. Not For Construction. Vertical 1 25 2 10 Orlginel Orewing and Design by: a CAPE FEAR c~ „o,.,=,n,,, Engineering, Inc. y ~ O fOt Poo,Y Hwtl, d.Y IOD B~N11N NC ]Bbf , E 1-10)Jl11DN ~~ i W µ FAN 1-10)91Jf010 copefearenglneerin g. com y ~~ r~'S tQvv J ~ 1 l~Q ~a~{,(~y S ec.uA'ui Ct4LCDQ.Q/7/I.Q//W r TI.C. Protect: Date: Revision Dote: 2/9/06 1/12/07 -`_ I I i / tSTUN'mo~nmuntta0 tiQonaa~am~a Seawatch At sunset Harbor K'~. s ~ AwATCN ° ' ' ' Applicant: P MAS Pro erties LLC d Seawatch at Sunset Harbor Inc Scale; Jo um er: Vertical 1"=5' Oz-OZ-258 ' ' O P`T l 5 00.1 O~C 5G ,G a. ~ oco G Nori:ontal r =lo ~ ~ AT SUNSET NARBORcm / • t , ~o o D ~~ >f omUi. e9 dTM~ta. G v ~~P Title: Drawn By: Sheet Number: : ~ ~, a q ~ n - !!.5 f' - n n n ~ Cross Section A GSF 10 of 26 ---- Railing __ ---- .. 10'x24' Crabbing Dock Platform Edge of Marsh i ~ 404 Line ~ - (N26' ~ - ~ C/L of Channel~yl i ~ ~ I ~ _ i 'X20' _ ~ oating Doc i i O O O O O O O O O O O O O +O O +O O ~ C7 m ~ ~ NOTE: Typical Cross Section. Actual Materials Per Contractor or Engineer. - -- Construction Details and Not For Construction. - __ _ r- r - 0 om rn _z t~ ~ `' Vfrtical '-" zR 1252 0 ^z l J s~AwATCN AT SUNSET AARBOR,~ Hai:«~mi 2 0 PRELIMINARY NOT FOR CONSTRUCTION Orlglnel Orew/ng end Des/gn by: CAPE ,FEAR Engineering, Inc, rer row. nwe, air rm 6.NYN, NC teat tEl pre~ee}rau Ewx ~rY~ae,.ro,e w <ope(earengineering.com Rail 10'X35' Crabbing D Platform ing edge of Marsh (~28' ) ock C ~ C/L of Channel ~ i I i i +O ~ O ~ +O O +O O O O NOTE: Typical Cross Section. Actual Construction Details and Materials Per Contractor or Engineer. Not For Construction. 19' NOTE; Typicnl Cross Section. Actual Construction Details and Materials Per Contractor or Engineer. Not For Construction. C-7 vcrtkal 0 1 2 2 5 ~ Orlginel Drewing end Deslgn by: ;r ~-~ CAPE FEAR ?; =_:=_ I'il ~ H,~,=~ta, Engineering, Inc. -_ . 1 l ( ~ '] O G 161 Poo,Y no.e, .v. IW B~Nlll~ NC PBI01 . _ , r~ ~,o,,.,,oa N ww capefearengineering.cam N o i { '~, lQ~ /~ ~~,/~' s ~ ~. wL~ oc• Pro~ect: Seawatch At Sunut Harbor Dote: 2/9/06 Revlslon Date: 1/tt/07 l7 I r1 Q~ s --J -_~ 1(tl~ T ,r ~ Applicant: scale: Vertical t"=5' 7o Num er: ~ ~~ 1 ~ N ~7 S 5° ~ ,~ 518 ' MAS Properties LLC S Seawatch at Sunset Harbor Inc Hori:ontol 1"=10' o2-ox-258 nATSUNSETNARBOR1m M/G~mGn~o7q orf/i.~ ~cvroltnar_88y~8 Title: Drawn By: ^ ^ SheetNumben. ,_. ~_~ -- - =~ Rni ling 10'X40' k Crabbing Doc Platform 6' ax D ~ Edge of Marsh (~31) i ~ . C/L of Channe ~ i ~ i I i .. +O ~ +O ~ +O n +O n +O n NOTE; Typical Cross Section. Actual Construction Detnils and Materials Per Contrnctor or Engineer. Not For Construction. NOTE: Typical Cross Section. Actual Construction Detnils and Materials Per Contrnctor or Engineer. Not For Construction. C ) L~ y < r^ t z ~ ! ~ . N ~'~'AwATC~ o CAT SUNSET NA1BORrm ~l i. F vertlCB~ 1 2 0 Hari:ontBl O Orlginel Orewing end Deslgn by: CAPE .FEAR Engineering, Inc. I6f Pooh NuO, .91b 100 BoNIIM, NC 1NSI TEl ~-101~1ON wwV(Y101 BI.4fOM copeleorongineering.com =`-~~ Original Drawing and Design by: CAPE FEAR Engineering, Inc. ~~, w~ ~, tEL i910f 96¢IG1 f0.Y P~OJ BBa~dS •~N.ocpNwmglnarinq.can r~. ~;~ t/ s~aw~rcN lT SINS~T IAl11l~ _~00 ~~ ~ ~~~,,~~~ JytG Project ~ ~onu' SEAWATCH AT SUNSET HARBOR Applicont; MAS Properties LLC & 5poe~ l/~,,,, ,tom Q5~'Q Secwatch of Sunset Harbor Inc 34~iGmbn~on, ~o-rf/~, '~omo/Gna P8k0~ Title: 9„a,: 9f0-~l5P-000f COMPOSITE MAP of SUBDIVISION ,; r wr~ ~ _; a/a/os ~ I/~z/soon r.tooo' ~ m-oz-sse c~c I got zs i 11 z OS' a1~1 to - ~~~ ~ ,' SUpSEr ~._ I__ ___ __ _ - _ _ -- __ __ ~ ,~' ~ ~ ~ Site 1 ~=- ~ ~ '•~----~ ~, ~'~. ~~1~ _ ~, --~ ,~ , .x'14 ~ % r a II ~ ,„ BBN Mercer, LLC ,,,,,~ ~` ~ ~ 1; :• Map Book L Page 161 %~. ~~ t~l' ,~ " ~`' ,. r; ,. ~, - i~ / .. 1 ,- r 1i Iii ~I; '.~ ~ ., c;)~ _ ' ~ ~ ~ i `~ ~ ~+ I=-fir, '~ i ` 1 , , ~ . t , ~, ,~, 1~ r. ~., ~ I ; ~ ~- ~' ~,` ~~ r r ~ ~~ ~ .. r ~ ~. , t_ ~ ~~:. ~ 1 ~ ~ ,. _~ ,, 1 I 1 ~ i ~ r L, ~ i ~ ~ ~ 1 9 ~ fie, ~~ ~u~~ ~, i l ~ ) i l r i ,~ ~ ,, /~~, ~ ~. I~~ i I ~ ~~ I I~ I I ~ ~ ~ I~ ~ ~~ 1 ~/~ '~ i ( 7r ' Ifs--~~; ~,,4 ~,-~,~ F ~~ ~ P II ~~1 I ~ 1 ~ ~a ~ I i ~, I '~ ~ ~~ t I i'~ I~'i ~ ~ 1~' ~ )~~~ ~ I I) i ~ ~ ~ I~ ( ~I ~~~ ~ ~~ PJ ~ ~~(~~~~y li ~1 ~ ~ ~ I ~ 1 I ~~ II i,'- it {I ~ I _ ~ I r -~ !' 1 `_ -- ~ t I 6 r ~I ) 1~ - I~ li ~ ~ ~ __ ~~ t i i ~, S i r- 1 j I ~~ ~~ ~I 'i l !`' I- ~I ~) , i~- II j i '_ li ~~ ~ i ; ~ ,i~ ~' ~ _ i;l ~ a I i 4 `_ ,i Ili ~ -; ~! ~ I I i ~_ I I Ail ~ ~r' a ~ ~ c,;~~ - ~ l i p f~ / 1 i li j_ ~i l I ~ ~ I I r ~I i i ~f i~- 71 ~' ~yll i r~:- it i j a M ail ~ `~; ~ ~~ - ~ ~ ,~~'',~~.. ~ ~ I i~+/_` 1 • ,~'i ~ ~ i ~~ ii I ~ ~~ ,~., ~ ~~ ,,~. ~~ ~I; ~ '~:~•'~ ;~` ~i ~ ~ r ~` ~ ~ .. - ~j, ~ ~ ~~~ ~ ~ i,~ _ ~ i,, . . I ~~~ ~, ,~. ~~~ ,; , ~ , ,~ !~ , ,; I I~ i ~, ~(_l Lv . , , ~ ~ . r M1 `R~ IF Pt r ' ~hIN W,~r).'rVG w,~, r~~-72' sv)nE f• {//~f ~~A{I~~JWn~l~ ----•--•--~- I-Y'O!-'fFIY br)UNDARr _.-._._._._._._ 1n4 UNF ----------- !5'AEC urvE _._.._ _._._._ h~~,n _.._.._.._.._.._.._ =o' auF~Er -Site 2 Site 3 -~ ~~J • _.~.~~~~ ~ 1 1 ~' ~~ n~ @) 1 ~,J ~,~.~s/.9 1. ~wht ~~/~'~; i 1 t ) I ~ _ r~ ~ ~~'L i it c.- r i ~ ~' i~~ ~~ ~'~ ~'~ ~ i C r .y ~ ~ 1 ~ _ ~~i• '/ ~ i 1 T ~ ,~ - ~ ~ ~; ~ ~ I '" l ~ 3i ~ r (7 1~1F- ~~':. ~ ~ /~'' ~ a Aha 1 1 .. ;~ ~~ i ~ .t 4L 'f ~ I i' ~~ ~ ~ ,~a~ ( i ( 1~ ~ , r ,~-. a,< i I P' } i_ I I~ ~1 a i ~~~ e I 1 ~ r ~ ~ Fa a~,a~p 1P9) ~ ~ ~~i~L ~ a.'?i a 6~ ,; ( 1 1, ~ 1 ~•. ~~'~ ~ ~~ 1 -- 'r ~ ,~ ~- ~ ~ ~ ~ -.i E~ i 1 ~~ ~ (,, , ~ , ... ~...~ ~ ~ ~ ) ( ~.~ ~~ ~ 1 e i~. ~ _, ~, ._• ~,y ~., a.. ~~,~ ~ - , , -.n - ~ ..,, 1, .- ,~~I i_ ~ ~ , , ~~~. ~'' ,,~ ~~,~ ~ ~~ 1~ t __.____. ___ _.__-___.__ ... -.~ m ~. /1_. ~ ' , ~ •, », .>> j; II `~ Town of Oak Island r~Deed Book 1817 Page 6 ~~ J ~ %i ~l F,,; ~ , _, ,~ 1 ~~~ „ ~ < I . ~ ~~ ~6 ~.krP~.~'F~ ~~~ r~;l4 ~~ ~ ~~~~~vil~~ ~ ~~ ~ ~ ~~b. , ~ t- f '} ~ ~ ~'~~'. Original Drawing end Design by.' CAPE ,FEAR a __~,~ sEawAT~u AT SNNSET NIIBOR~m 101 PaoN flatl, 9eY 10J BPNIYS,~NMI !FL ry~0)J8210M fAY W10)8N1d5 www capefeareng;neennaroi^. i 30 _, i r; H -, h~ iris, ~1~~sv ~ ~~~ ox. MC~N CF!'J ~ERI_IGIE nF C'i~~F~l`1PIEL ~. i.r ;~~ h' ~S;i ~~ ~r, ~~ ~' -~ ~, ~ , ~ i '~'~ ~ / i ~ ~C ~-~ ~\ ~ > i ~ _ ~i ," ~ .00 m G', tii~~ -'~ SITE; ~ L, i i `II~~~, 1 - - -- LOCATION MAP I N . _,. F • .. _ ARr;, C9 ~ 1.40 4 J.c~ ~ ,SU SE'~bl 1~ / ` `y 1 10otf ~ ~ v4~ i ~~ ~~ l3 ~ ~ ~~ . , ~~ >~eo ~; rl f i;~ ~l~ ,F~~~~ 0.4 ~ n~ i ~~336 '~ I 1 ~ y, j/ - I ~. ~ ilE ~ 4 ~6~~6. ~ \ ~'S \ t NpBd ~ ~ Ni ,_ I JIY n t i 1 ~~ I~ I ~ S~~e05j5 0. ~~ °R, f4 ~~Vilpp (7yP) ~ ~4 ~ ~~~ ,150 6i _ I~9 1 } I r ,~ Q./?- I I ~. ~y79 ~ _ I 1NVERT2L608 = ~~ I . '~ I I , (i ~ I Y ~ ANDiGA7PE0 -~ CUGB irylEi ~ i /• GARCIN6 SIGN i '~ .~ 7 ) F ~ i 6d/ ~ i ( ~ ~ 't~ ~~~ I ~' ~ IR0.I~GAII~ ~ ~ ! } FN i I `~ ~ t I ~ r ~ e I i R a ~ ~~ I„~ ~ (. i ~ ~I~~r, h~~~--~~~ ~~ °~ ( ~ `-I P If ~ I ~i w~ wra ~ a~><a.. ~a~~~^a a ~'.. ~ ~~ ,. ~ n ~2~ ~ ~~~. ,., - _ ~. 4 zo ~; a 01~"E~~ I is I uh~l -~ ~ ~ t~.r~~ I ~. ~ 1 ~' ~ ~~~~ ~ r e .~, ~~~ „T~ ~,-, ~~„T tt r;c;~;, .. ~ ~ . ~ CONCRErF I'2)C,7 ~Y4N W~lUOldc 7Rarl 6' WIDE _._._._._._._._ 404 UME ----------- 7-`i'AE~ UM£ _.._.._.._~_.._.._ MNW _..-.._.._ ,4pp~ox ddiW _.._.,_.,_.._.._.._ 30' BL'fF'ER Dc"FTHS SNON~N IU M1W 0 sEAwArcu AT SUNSET NAROORIm PRELIMINARY NOT FOR CONSTRUCTION ~~pp Project, °Z~ ~~~ ~v ~~• Seawatch aT Sunset Harbor r;'nuGronmwmta~ ~~b Applicant: oat _ -- .~occ f 5f f MAS Properties LLC 6 Seawatch at Sunset Harbor Inc ~ „ dJY!/f/_oTl6l_, ~amofima fBwOf Title: ~9 G 940-U5f-000 Site/ Original Drawing and Design by.' CAPE FEAR Lngin~erii~g, Inc. im rya non ,ac. im e rn nc aa w , i iEl fl~0/NSIOw ru ryio~,w.roa www copef:nrengFreeringrn~~~ Dote, Revision Date 219/06 3/13/07 icole: Jo Num er~. I"=40' D2-02-25B )raven By. Skct Num6er•~. GSf 7 0} 26 ~ - ~._ ~. ~-~~ 0 .,. .' i~~ ~, ~, 3F~ '~ 7~E .•,.- " -~ _ ,_ ' ~ c,4 a~ ~ /, ' ~, ~ °_ --~- 1~7ea~ ~~ ~ ~ ~FtJ~~FFiI -as~.-a ~~ is arr~E'~ f ° ~' i~~~z~ c o,~ 6'x.68' ELFVP;iED _3, EIOARWALItt~PIER `.. ~~~s 2u'Y,1 % ELE`JATED CF?ABEli9u DOC4:-~ ooa• ,~ „a ;? I a ~Mg~R DECK RON PO SCREEQygDSF FFE 1312 I M,, "', ~; JI V zl i ~ O o G m SIMg~R MAIN g SF • I fFE 1312 52.3' _. . j, 9.90T~ `"~~ ~ i, 9 40T I 37:D~ _, ~ Y7 P ~e ~ ~10.42TC ~~'' ~ o ~' ~I ~~ ~~ 9.92TP i ~~ ~,~, 0~ S~ ~i; ~ ,~ ~P~~(1 i - A~CESS RAMP SIMgER DECK .. 1 GEgI'~~ 27.3' STOR ~p Sf fFE? 5 40.7 _..c ~,~ ~ 10.45TC •~, ' il, I,,~ o~Pti~ I , :1~ ~ ; ~ ,. ,~ OQ- , , - ,,,, ~ ~o '~S ~ „'~ I 9.28TC,~ 8J8TP ~: 9.66TC rol ~ 9.16TP ~ j; ~ 0 CURB INLET , ~i ~ INVERT EL. 6.05 `, i I~ ~ ~ - V ~ ~~ ~ 1 \ 10.5' ; ~~ ?~ ~ ~' 9.s3i a~~;'.. ~ ~, 9.43TP = ~ ~ = ~ ~ . `~ 1_ -_ ~ 2' CURBS ~ ~- -~ ~ __`I~:O'~ i ~i GUTTER (T YP} ~ ~ ~~ __ - i ~ ~ ~TP~~~ IS ~ 10.10Taf 60TP' 9 ~ _ 1 ~ p ~ ~ ~ S~ 0 . , ~ , /,/ 2~ opt ~ ~' ' ~ ? 0 ~ ~ ,y ,~ r' ~~ 2 ~ ~ ~ QP ~/ ; 10.40TC ~ 1 5' C~1C, SIDEWALK - ~fi ~~ ~1D I _ ~ /~ `~ ~p 10.20? _ ~ y 9.70TP S -2' CURB & 9:0~>> 1 ~ `~ ~~Sr ~y~ „GUTTER (TYP) , ~ ~o~~ST~ ? S~ ~ 10.5' ~~5~ C s~,~ -~~, :' ~ ~~ d 1S ` ANDICAPPED -% CURB INLET -' PARKING SIGN INVERT EL. 6,05 ~0 I ~ - ~ ss C~ 1 pace ~~ _~ A9~Aj~ 9.40TC = _ ~ ;~ 8.90TP Original Drawing and Des~'gn by: CAPE .FEAR _ngineerii~~q, li~ic. 01 Pxb Foci, £b iD] BMilk, NLYIIbI iEL ry1o)]d}iW www,~~„~ capefeorenglneeilug.com EXISTING--- IRRIGATION WATER METER sEawATCu AT SNNSET NARB01rm 9 ,'' ~' ~ i ~ ;`' it '~~ I ~ T I I 4 ,' ~ ~ tii ;' i G FASO ,~ I ! j iS SFO~Fs~q ~ ~, T is i O~ST~Ftiq~O'L .o i ~ i' ~ ~ GC, ~F'9 q0,~ 0 i / ~ % 0~ c~ 'P FO~gS l '% r~F~ i 9 ~ ~ I tii~(iFtiI~S /l ~i` Sq~F~OFtioy 1 / ~ ~I ~0~ ~~~)- 9 ~q~ II ~~.~,~~ ~yas~ ~ li I ~ Nq~sQ~~O j l 1 ii ~ OFS ti~S I I __ __ I NOTES. 1. MAIN BUILDING AREA: 1,492 SF I 2. SCREENED PORCH AREA: 459 SF i I 3. STORAGE BUILDING AREA: 780 SF ~~ ' ~ ~ ~ 4. DRIP LINE AREA OF SCREENED PORCH AND MAIN BLDG: 2,738 SF. i 5. DRIP LINE AREA OF STORAGE BUILDING: 1,1115E ~, 6 T TA R U ~ j ~I ~ 0 L IMPE VIO S FOR DRIVE AND PARKING: ~7,4245F I ,I 1 ,', III t ~ l~ L~C~ ~1~!LMlNGT(~N. NG ~ ~ ~~'1i ~' ~ 1(I J'1 h h~ J' \ I it ~1 .1 `STORM DRAIN ~'~ JUNCTION BOXY,!, INVERT EL5.90 ml v _ ~_ F; ,~; ~ i - ~ i ~~ , 1 ~~ ~, ~ ,I =_ ,~~ ~ _, ~~' ~„ -- ~:~ ~ I F ~,~~ ~ ,!'- (~~ ~ HAPJ ~ ~'~ _ -_ r ~ _~~ ~~ _, .~~~~. 44.;L.,,, IF _,_.._.._.._.._.._ ,7,ip' _.._____ ;Ipproc 4AL4Y _.._.._.._.._.,_.._ j~' Ht1F~CR 5 20 sEAwaT~u AT SUNSET NARIORrn PRELIMINARY NOT FOR CONSTRUCTION ~~ ~ Original Drawing and Design by: CAPE FEAR ~~~~ -~r~~,~, , ~- ,~ _ rs,~~.a~~A~~ rs.mw.xcseu, IEL Alal9&itda ru ryia)xsiws x~~w. capefeareng7"eenng.:~.~~, __ __ ___ _. __ `1` .. I ,. ~ ~. ~, „~_~ ~ ~ -~v ~ . ~~ ~,~,~ ~~, ~~ ~~ , , , i / t I i t ~ ~ J1 ~- ~ ~ I ~ ~ ' ,~ ~ i ~ ~ _~ ~ _, I ~ , ~~ ~- - - - - - _~.~ I~1 ~r~ .~~~~. 'v ~2 FF ~dAN N%~l:'.~~_ iL 1;9CE -~_-~-~-~-__ ~0! ~., ___._______ 75~AkC LRYE _.,_....._.._.._.._ MNN~ __.._,_ Appror d4LW _.._.._.._.._.._.._ 30' B('tl~n OEF1H ;9hlQWA~ 70 M1 Nr 0 sEawAT~u AT SBNSET NARBOl,m PRELIMINARY NOT FOR CONSTRUCTION 7 _ ._ _ __.__.... ___..__. ~ ___.. ;~ ~ ~ `- , _ ~ ~ ~ ~ ~~;, `, ~, , ~~ ~~ , Y' ~~~ 1 i i t j ~ ~ _ ~ I I ~ 1 f I l '~ , , 1 i 1 ~~ I I I I i ?,;1~P~'~ 1~~~~U~Y~~E~~ ~ ~'G~, ~t 1-~ ~~ , ~ ~ ,,.r '~i~~y ~~ s. ~. ;~ Orlginel Drawing end Design by: CAPE FEAR Eri~~~l;erinq, !roc ieieaotirw.f,srim e.Mn.,rvc mui iEl ~-101 ~M}IW FAY ry101 ~ISIOq www.capefearenglneer~ng. com ~J ~ _ ~_ [_ ~ _ ~~ ~ ~ ~ ~ ~ _ ~. ~ ~ ~ ~ ~ .-_ _T . __ __ .,i ~ ~ ) ~_ ...: I , , I_ , I ,. ~ ~ ~. 1l~ rl q ? ' C i- t ~ r1 ~~ - -- I - `i ~ ~ ~ ~ - --_ ' ~ t ti ~ ~_ r1 ~~ ~ >~ 1 -~ ~' ,, ~~ `~ r .~r,,~ ~.. i ~ _ _ ~ i r ." ~ I t r j~ I I __ ~ ~ ,.~~4 i ~1/f~rl ~~~ ~~ ~~~ ~ ~ ~ r~ ~ ~i ~ ~ f ~ 1 ~ o f`i( I I l~ f~/i',i `~` ~ ~. ~~ it ';"_ ~ _~,~~ ~ ~.!? ~ ~ ~~ 1~ % ~ ~i -- j~_ ~ ~' ;~ ~ ~~ ~ it ~, ~., ~~ i ~ r 1 i t - ~~ ~ ~J I `, ~, ~ ~ iJ 4 . `t ~~ ~ i ~ r ~ ~ 1 ( ~ ,~~, ~ i ~. i ~ ~~ ~ ~ ~ / I~ "/_ i~v I ~, ~ ~ ~ ~~ ~. ~ ~~ _~I ~,V~,~r f ~ ~ ~~ i~~;c ~ ~~!- . ~ 0,7 ~ ;~ 4(~rf 3,~,~~, ~~ ~; f ~ r i i~ ~ ~~ , ~i , ~~ ~ ~~ ~ (~ ~ ~ i ~ r ~ v 1( r i ~ ~ ~ ,. - ~ ^- ~ ~ ,~ >> i ~ ;n - ~a'~ 'I I ~ r ~ i~~ ~ ~ ~,, ~ ~ -r a r- - ~_ ~~ , ~ f i ~ ~ ~~ v ~~, ~. '~ -1 7 ~ _ - ~' ~ ~_ _ e_ _? COaS <4( o427(A'd0 L ~'vl. ~______~~__ i_.~',4E~C ~r/rC _.._.._.._.._.._.,_ rIANW _ . - . - .. _ APp~a.c h4( W ..._.._.._.._.._.._ 30' RUflfR 0 5 10 20 ~0 SEAWaT(K AT SUNSET NARBURrp 7 ~ I', ~ r~ PRELIMINARY NOT FOR CONSTRUCTION ___~ O~iginel Drawing and Design by: CAPE ,FEAR _nq~neen~~~~; ~ ,__ iar voownod, su rm &NqN, NCTUi nc h~almmN R1M NIOI J}1.N16 wxw.covefec~engiceenny.co~r~ ---- -- -_ _ -i (j~i~~ a~~'f ~4 r F r~ ~ f F< ~ ~~ I I, ~ ~E~$~IV~ t ~.rl~, ~7~~ ~ i i / ~~i~ ~s_ °,~ "'ri ~ C f ~ ~ ~I L '~-: ~, .~~ ~ Y+' t. iF~~l` f :. L rl~i.~: --•--•--•--•- F!70PF_RTI' BOC',N04Rv I _._._. _._ ~~4 ~ ~~ ~_ rar , Itn to ~~ ~~~~~~~~~~~ :'i~ArL ~l~l~f _.._.._.._.._,._.._ 30' Bur Ft r;. 'f",'HS SHOvV,N ~~,i M11(N' 0 s~AwATCu AT SUNSET NA1801~~ Original Drawing end Design by.' CAPE .FEAR E.ngmeeru~c, ,,,~. 161 Poab RaM, Wib iro &NIIM, NL 18b1 IFL WIOI ~' ION fA' ry~a)Yflole copefeorenq~nee~~ng co~~, 1 i ~:, y ~'~!, ~~::~ ~i l ,, -~~ LOCATION MAP ~;. r S. it ~, ~~ I ti' >NiDL~ --~--~----~- ~ ~ ~~ N~NPr __._..._._._._ 1041.0x= ,'OASIAL WE7LANG~ TINE ----------- 75 aEC UNE _,._.._.,_._._.._ dOr;49 _,._.._.._.,_.._.._ ~ 0' BUFfS77 DCP7rl~ SH~~IH'N TJ M1W 0 SEAWA?(1[ AT S9NS~T NAROOR~m "r, ,, ~ ~ ~~ i, _, Origins! Drawing end Design by: CAPE FEAR ~~r,gii,~Pr~~~r~~q, nc. per vaow Awd.s~~m e.mw, xcawoi RL ryio).tutou FM P~0)ed101e xwwsape~earengineerlrgcv~,•. ~~4 ~. td;~ ~:, ~ ~ ~ ~ ~;P -~ `" , ~ t,~~M, ~~~-.~~ ref ~e m t.„-°r ~ ~, ~!L "d ~~A4id{t: r4tElf~r`,i.7 ~ j~~s. su ,` Y~. ~. ,~1 h. .. J'.14 ~. iiC f~r~ --'--'--'--'- Y~OPr:r'yY r9~n'if7r" _._._._._.__._ q(74 (lhJ[ r'v;'~.ic SFr, .,vc~ cu, ~~_~~____~_ 7,.' .4LC Lllb2 ..._.._.._.._.._.._ MFI1H Dtl°lli; ~H04'!N 7) h^LW 0 10 20 40 BO Original Drawing and Design 6y: CAPE FEAR E~C~I~IE'PI"II~C), IIC. 0 SEAWAT(N AT SUNSET NAR60l~~ iei row no.e, at. iro e.nuN, ~aeai !Et RI~Of JCFiW EM ~010f ~I3101! www. cope~earenylneering com ~. _ t , ~_. ~~. ~ _ ~ r_I ~~ EaL. ~. € ~~ ~J~.~~t~l ~~i~.R~f~%~~~ E~~'~~, 'EFefi F isr~~^ ~' ~ ~+'~~~' _.. ~'+ +~ ~~ ~; I^YDE f06~F0rhY~; k. --~--~--~--~- ;~~wf ~~n e~i,N~,~~ -.-.-.-.-._._._ ~~~~ . ~;v~ 0 s~AwAT~u AT SENSE? NARBOl,~, Original Drawing and Design by: CAPE FEAR Engineering, !nc. iei am.no.a ~~ im e.row, xc»wt tEt (VtOf .}u l0~l F.y( NW eU1oa www.rope(eorengn~eenng. m.n ~ I l i ~ i `'1~1~~1 I1 ~ i._~~I , ~~ ~ 1.l it ~ ~ i_1 1 ? _ ~ ~ ~-1 ~ [-_l_ l [ ~ 1 ~ _i I III ~ - ~i ~~._- ~Ti _ ~~ ~ 1 alp ! ~- ~ ~~~~~ -i'!-- ~ ~_~_~i ~i -~1 1~ i__-! _- GF/~D ~ - ...._ _. _. la. __ __ -. _. _. r ~~ - - - __ 1 _._ __ i I ~~ __ ~P~\G~ Oo~~~ FRONT ELEVATION G~~ P~~~~~P' 5~~ ~, ~~~ P~ ~~°`~F°~~~ OS~~~,~~~~~~Q~o,~G ~ Q ~'~ Jig \~Q O~~Q~g~' 'C~' ~~G~~~~PO~o~~~ 0~ ~~~~~ ~p~~0~ ~ ~ ~~_ = _ ~ ~ GO - - - - - r~ ~ ~ , " ~ I j ,~ C1 '" r - -- _ _-n -r --- - - ----1 - - a~ rr _i I -- _.~' ,~ -~~ C~~.I.~_I~~.~~_~ F .T ~I i -- 1 - ~l.r„n -- ~ - ~ -- -- -- ~ F .- - i - --- - -- 1I. - - ~ _ -- -. - - ~ - -- -- ~ 'r -_ _.._ ~ _- - J -- - I ~ __ 7 E - -- i F ---.. __ - - ~ - -- ~i - F -_ _. __ - - ~ - -- ~i -- _ i - Brij r~~~ -- 7 --- ~ -- 1 - Original Drewing and Design by: CAPE ,FEAR ~-ngineer~ng, Ins &Mk NCMM1 ifl P~01 ~'~~ ~,~~,~ ww .copeleoreng'inaeringcom SEAWA?(N AT SONSET NARBORIm REAR ELEVATION r ~~I~~ 1_ ~,' l~l i i i l i l ~ I J ~.~ ~,, I ~~_~ ~~ ~ L ~ ~ ,~ ., 1. i~4 [ I ~ ,ITS' 1111 l~-'~ ~Tl-!~~ II'11~1 1_ 1 l ~_~ -- er ~, ~~ - ~- --~---, ~-~ -~--~ RIGHT ELEVATION RIGHT ELEVATION ~__r F 1 [ ~~_r___~1~i1 ~ ~~~~ ~~~;~~ ~ ~.~I_C 1v~r`~ ~Ir,~~~~ NOTE: Typical Elevation. Actual Construction Details and D Materials Per Contractor or Engineer. Not For Construction. s~awATCN ,lT SONSEi NARRORin -~ I ~ ~ 1 ~ C L. ~e~ ~.~, i %~;I ~~ ~~~CAI"~: ~_~f:_~~riT~)h~'J I~CMth~~l_.~~~!~:~tl~~, fit Original brewing and Design by.' CAPE FEAR Engineering, Inc. i51 ProM Rwtl, 9~b ~ro e~Mb, NC1105f Ifs rylOf 3R10N FA% NI01 J111W www.apefeamg6ewhq. com ~. ~\ ;Y o ;. e/ S~AWATIII Al SINS~i IlUllln ,~a~~ ~H~_ i ~ ~a,, ~~E~o ~,~ ~ ~ ~ I ~~r_ r --PROPOSED o zso soo iooo ~` ~o~~_I.~ ;.~!~~~ i~ t o eco ~~ ~; .. _, BRIDGE LOCATION ~~ .. ~~ ~b .. ,. ~ bLU/TL(L /VI. ~ , ,, J91,C. Project; uaia: .~e~u~ ,,'',,~~'"','77//~"',, SEAWATCH AT SUNSET HARBOR a/4/os e/ta/loos ~°aur(ms~rrnnsm~a~ '~orreu~>'ana~a Applicant: MAS Properties LLC & $ca1B1 o um er. ypeal pl,__ fox PSPP Seawatch of Sunset Harbor Inc ~~'~~ D1-02-258 ry(/ JjY~ ~,J/~. ~a,,el~, P8y0P Tltle: Drawn By. Sheet Number. ~9~ 9~0-45P-000 COMPOSITE MAP of BRDGE AREA ac is of 2s n ~ e' ~ °' m m RICH POMT EU:V - J3.9S HIGH PgNT STA - 89+31.21 PVI STA . B9+73.22 PN EIEV - J5.2S A.D. - -B.S9 K - 113.08 18J.82 VC N STA - 100+76.84 PN ELEV .28.52 A.O.. -1.81 K . T8.90 P'AibTAVf 101+20.25 25.00 A.D. • -2.89 n + K .15.01 LppyylI~~pp,q(~~ ELEV .19.25 n n LOMPOINT STA .102+OJ.09 a ~ ~: .101+72.52 g ~ ~ ~ ~ ~ PVI ELEV • 19.25 A.D. • 11.00 1 STA • 110+60.12 PVI EIEV .14.18 PVI STA .109+53.28 A.D. - 1.21 LOW POINT ELEV .19.25 PVI ELEV • 2J.87 N . 8.85 LOW PgNT STA • 108+11.83 A•0• ' -4.08 1D0.00 YC PM STA • I OB+58.85 K . X3.28 pN ELEV • 19.25 94.42 VC N N 9 44 N K d n O + ~ ' y y~1 N O n • ~ m (~J+ W m ~ °' ° xe m "_ z~ zt le 16 1/ 14 10 e e 4 n ~ ~ 1 ~ 0 N -1 _~ -e -e -l6 -17 -u P 96100 67W0 96+00 Original Drawing and Design by: CAPE FEAR Engineering, InC. '"'~""~~"~ µ,n,q,,,,~ ~`","~"" "~"'COP~~~~9'C0m 9i+00 100+00 AWAT(N ITSINSITUIIIIn IOI+OD 101+00 103+00 BRIDGE ALIGNMENT OR REVIEW ONLY: NOT FOR CONSTRUCTION ~ 10N00 106+00 10!+00 I ~amt~ vW.OA~.~Rd73RAlt ~ Sn~. ~+ ~~ ~~ /Y ~6m P5~P Y~Y ~ ~cvro/tma f8g0$ 9 9f0-45P-000f 107+00 10e+00 10G+00 g¢y0 pp 110+p00 ~~~~~"vlL~b~l~~~ TG~,< FJ I.. V ~_ ~. ;?izy Projeot: Dace: Re~Mion Dete, Seawatch at Sunset Harbor 3/3t/os 1i/2t/os Appl(cant: MAS Properties LLC ~ ~°'°~ HoR.,~-,oo' °m o;-02-258 Seawatch Ot Sunset Harbor Inc VERL t'-10' Drawn By. Sheet Number. title: BRIDGE ALIGNMENT CLC 20ot28 150' RIW ~ ~ ~ ~ ~~' jl ~ ? ~ ~ ~ P !,. , ,~~~, +~ ~ ~~„~~ ~ r~ ~ti ~-sTa:,~~~+~`~r'.2s t~ ~ ;~k`: ~; s?a: 'c~,~82." . `~_ *~ +~%i ~, 1 ~ ~w~~ ~~ ' i /~ ;103 00 . ~~~ ;~. ~ k g, ;,. " a s ! ~~ 3S"~ ~ ~ ~,,.y~ ~ ~ ` \ ~ i i ~ ids y \., ~~ '~ ~ , .1. ~~~ ' ' ~ ~ ~a:`~~ ~ « ~~ `t,j'' ~ ' 1 j~ ~ / r~ ~ ~ ~ , .,y, `+a7 v ~l / `' ; ~ ~ ,~l~~{~,p~l, s~~~ !1~ 4 ~ ""'' ~ ,~ I~ ~ ~ ~~ Iti~ ~ , ,~ i ~ j ~? f" 1 1 ~, i~ ~ ~' j 1'~J it ~ 'i /l `f r! i ~;. yr x~ !'1LV1 V~7 VLI V I LI\ LII VL 0 FOR REVIEW ONLY: NOT FOR CONSTRUCTION SEAWAT(N di SUtiSET HARBOR. ORIGINAL DRAWINGS AND DESIGN BY. DUDEK CONSULTING PC s u,.:~,~ ~._ d r ~k~4`..,~, ~ , `~ 'tl° (~ . ; ~: . ~ ~~ V e"~~`I ' '' ~ :~ E; l "=50' d t s ,~ ~ ~ ~' r y„e ~~'eir r: rw'~ 0 a~!„~ ~' s ~ c^~A 4 :~r C1~ Y ~~.~~ ` L:~ f ~-i l Y~ r ~ 4 ~'~ ! a `~r~. ~ ~i~ p;~~ ,~,' ~ ~ ~ ~ 1 t ~1 171. tt11,, X~}. c , frt~~°'`~ 5 ,~' E x~ +~ 3',1 ~ ~ " ~ k rS ~ F.~ti ~';, t Mf" 1 y fI (~ ,, F ! 1b ~ , `f i " f A t ~; `r 1.: ~ ~F~ °^~ p~~ ~` # ~, °• ~ tit '"'~~~ a "''~ { ^ .,y ~,~ ~$.,~ .. '.' . ~ ,, Ate:.. '_. f_. _. _._~_~.r.,_'_____1_^%' • ~ ' . , «....~^- _.._...~^"" _r„"''-..~ _.. ~- '~ _.,.. t, .,,- ~~~ A ~D ~r°~*A7jk'Y ~~ ,~~1~ ~t~a~~,~ G y ~ ~ t. { ` ~ ~~;.. ~_ ~ ~. ;, ~~tt~~.~ ^~ ~ ~ f~ ~ o `~ ~~:._~ a r - SCALE; NONE FOR REVIEW ONLY; NOT FOR CONSTRUCTION SEAWAT(N dT SUtiSfT HARBOR ORIGINAL DRAWINGS AND DESIGN BY. DUDEK CONSULTING PC 'N _.. _I .,._'_... ,.. _.. .. ._..__... .. _.. _. i i rw} _.~4. ... __ _ .., _............ ~~ ........ ... .._. __.__ - - ' i ~'e 1 ..] .. _ i... lAI,11~~~ ~, ^ ~ Ip ~,.~ 1-.. i'} -.. . ~ ~ . _ - ~ ..i 1 ~~~ ~~ ~~ ~ __ I ., ~. _.... i..-.. _._... I i ~ ,, _._ ___ _ _ _. _ w_ __ ,- r ,. _ .._ ~- 9 i ~ '~"~ _,,.__.. _ _,m~.,___._ _.-_..... ._ , ,__.... .....,....~ - ~ - , j . _.~._,.., .. _. _. ~ ~ __ - _. ... !~' ~ IJ ufiJ '~` i ~ ~ ~ i P~~ ~ _ ..,_ __i LW N71'i'.t 1~Pf~. r, ( _ _,.. ~ _. ...... ... ._.._t__ _ ._. ~. ___ _. _~. _.,___.. I ~ r ~~ _. i _ p __ __ are ~ I~ d•~~~~ ic.~,°,, i h~.~'~~ ~ Icy ~~~ ......~.~+~~__..._._ .. ~~~a~ . _ _.._. ~. __ ._~._. _ _.v_ ...__ _ _.._ _ _ _.. ~. _ _ _ .. _. ,_. - ...~.- w T i ._; . ~ _.. ~ - - -' SCALE; HORIZ, 1 "=50' VERT 1 "=5' FOR REVIEW ONLY; NOT FOR CONSTRUCTION 1T S~tiSl1 N~R~OR ORIGINAL DRAWINGS AND DESIGN BY. DUDEK CONSULTING PC ~i~tt~~l~ (~Pc~ ~ ~ ~ ~ ~ ~~ -~ = ~ s '~ ~~ ~ FOR REVLEW ONLY: NOT FOR CONSTRUCTION ~~~~~~~ ~lT Sl~'~SET AA~BUk. Land Management Group, Inc. ORIGINAL DRAWINGS AND Environmental Consultants DESIGN BY. DUDEK P.O. Box 2522 CONSULTING PC Wilmington, NC 28402 ~ 910-452-0001 LMG # 01-02-258 ~t' a '~ .~ a ~ ~. ~, sa- s~ ~ l ~Q _ , . ® ' ', a ~~-~~ 0 2 4 8 SCALE; 1"=4' CAMA Major Permit application, Seawatch at Sunset Harbor BRIDGE A Imp icant: MAS Properties LLC & S ECTION AA=A Seawatch at Sunset Harbor Inc. Location: Suppiy, NC Brunswick Company Date: 313/2006 Sheet 24 of 26 ~sre~ ~C ~'~a ~~~~~~~ ., `s ~ ~' ~ -~ .. Q o ?-~ j r s d FOR REVIEW ONLY; NOT FOR CONSTRUCTION ~ " ~ ~ ~ ~ I ~~ ;~~ 5T 5U'IS€T N,~RBOR, ORIGINAL DRAWINGS AND DESIGN BY. DUDEK CONSULTING PC ~7. .,. ~~ Land Management Group, Inc. Environmental Consultants P.O. Box 2522 Wilmington, NC 28402 910-452-0001 LMG # 01-02-258 ~N J ~ v U ~ ~ ~ N ~,} .~ Na 0 2 4 8 SCALE; 1 "=4` CAMA Major Permit application, Seawatch at Sunset Harbor BRIDGE A Imp scant: MAS Properties LLC & Seawatch at Sunset Harbor Inc. SECTION B-B Location: Supply, NC, Brunswick Co. Date: 3/612006 Sheet 25 of 26 LWE CENGiN BEARBJC LINF LENCIH BEWINC LINE LENGTH BFARtNG LINE LENGTH BEARING l.t 17a 25' N4FiJ17w L46 8794' N57'3328Ti 191 76.77 524140151E L117 712A1 SH 0353W 1 ~~ L2 510./9 N474016'C Liz 4308 Nea1937'E L97 139.47 SOS17'72w L12B 98th 576'12'72W < L/0 11.11 50277 J7'E l9l 180.60 SMf9'S5'E L729 770.18 N86JB 20W LS 280,11" SITW JeC LN 143 JS' NDY4535W L84 78998 54897L/t Lt 70 220.42' S84't021w NIF ~` L4 11498 5841391431E LSO 5010' A4a02S/W L-5 BB.99' S18'41'IB'E L771 8]9 f9 574'35 saw - EARENESM~TH LS 15275 NOSIO'S-0'E L96 155.16 5261J'S7'E Li J2 10273' S723B 50w OEED B00K BP, PAGE JA / '~ ~ I l6 15118 56111417E 151 44,67 NSa09'JeW L97 iT8.58 5871945E LI77 b2106' S73'141JW v ~ t8 746.58 H74172JT: L53 704 fo' 614a258w LB8 11J 43 589'11 111E L7Jt 47857 56T5724W ~4~/ F " 125 n2""~` `~ "`~' ~,~'4,W BRIDGE LOCATION t LB 41.07 N700807E 454 12149 beB'd7'SBW LIW 27x82' S97'D336'E L138 )9840' NIT5530W Ay, EIR W UO 15515 NS1'2746w L55 tiB1i" 51TI]':NW - by y,• 4.11 32606 $585715W Ur6 17437 N87'W49W LI01 76711 Sa8'S77z~ - ~2y 412 3'!5.97 N7a71'JIW L57 8I.3a 953164Iw 1703 16009' S&72816E NiF B" ~' a~ ~9~ WS T' ~ . L13 26800 NB83648'E I58 222.65' S160839W Lt4 14BOD SBS'70'56'E L59 164.74 N6775"11'w L701 1u.61 51J979a'E JACKPURVIS 9E7rr~usr ~ ~ _ ~~- w~ ~__ us Sr3.7a' xoDI6T7'E 480 e9DB' s721r'aw uos 4a.ae' S61-a2Ja'w OEE77 BOOK 8f.. PAGE 6P1 A9fA I ~ .:•'•'~ ;- Yo$~ ~~~ LIB J89.16' 541'16377: 161 9880' 51446"17W Lift SJI,62 SIO'18 J6W _ rpr^ -7AI fP4 xlnrAls LI7 2DOOB' !N1'18'27E L82 9954' ST4-48'7571 LI JB 182.11 50846E BEANO LNF b" • n'K7 1'E11F: G ~- Z~° C~"~~•'_~~1 118 1717A NK1075'W L83 5% 7T 5ia3B'OBW \ ~ w' , C W L100 20238' 5374741 W N4 b' ,870y1 191[ b" ~ N ~ r xrn,w0 7U6 L79 84.14' N770407'E ~ 104 10.71 Nf741"29'W L110 9121' S123514w '. .' '~" 110 44047 5T1'/0'JeE ~ ION,17 ~~ OJW L911 90,92 5844730W - • • .t7 ~ cPwus+6 watitnart 121 28195 506'40'S1W 4b6 191 fit 52038 12W ` 8211120 t1°,' T~ IG :: •' •~ •h8 ' ~y ~ •rw »>s'"H p°'" L22 . 768.54 sN1S21'E La7 112.8s" 5/8'192/W 1177 k~ 6' S87'SW'E •" ! PHASE 2 `'~ L1J 35988' N!6"41'D74 LBB 25 W' 11347340W 9n 7,(BQ' m .p7 EN11116 NAN 8Pp L111 18764' S162714W ' , , r I1 ~~9 • ~ EAP ~ .+I IT° U _ -,- -_ 4•::.74 ~t NW'F t Ameaun 121 185.74' 57611421E 489 9775' SQ251'11w '14.' ~ Q L75 tai 56' Sit2370W L7q 73.88- 571"11'23W Lt15 70613 584131OW Uu96 AfE'. K: :.• rE,gS ' 116 216 16' SJ642'02'E L77 10].98' S36'IS 19W L176 t13.70' N765018W ~ 1 .' 1 ~': 0 ER '' ~' BTRA'O ~ ~'~ +xlar. x acrGNn 127 28156 N27'S147E L71 1980' ~ SIQ'11 5571 L117 8389' N891518W ~ ~. ~ ~AMO lPB b 118 70889' 57910078E L73 7418 5T51T31W L118 9026' 9024425W ~~ ~ RAGNARJOHANSEN EON » ~. 0 1, 179 35118 516'32 4)"F L74 S1 B6 52x11 40'W 1114 %59 5541 f 79~W / ~.,,~ OEEO BOOK 231 PAf£ M2 .~.:... ~ . ':..'~ PAQPERT2 UNE BEBNA WA S' RBAND LBE'Y L70 32872 N875551 T: VD 6179' $49't84ow L720 aa,60 57a588TW / AEBAND I9¢Y' '., ,... ., ..1.1 ~v IS PUN OF CREFJ( ~'~,L.~ ' •. . 131 IB8.T5 40715201E Va 82% N84'2138'rl' - L127 S10A5" N672938W '~I, f } yG~Cp, n t.':: ~'~': ~'•~~K,S ~a ~ ~ ~ ~`W"J . ,.Y~~Efl~ONW~M BRANCH ~"~ LJ2 16075 NOB fO'Ww V7 5092 SIT55'77W L721 11810 5875114W 7 ~`^f pE7LY.d NEp Ey'IACC L 4 1.73 SWAG NSB212S"E V8 7260' S721J08W L727 21t 20 57905 71W i 11L'w ~9 179 'e~'/P~. I ~ § DuACC 2 ': L34 BB,eB' N70'SB 17"E 479 83.70 N76'Of'46w 1721 116 BD S81'1714W / I I E • v a S t~s LM1,7L. . U5 176 CL N5348115'E l8D 121.01' S5759'WW ~ L175 12541' N)75829'E 4281 'ro'e t Ff ° „•;l,j •'. ..T N1F ~y '/ LJS 19578' 5045116E ld1 68,41' N/i"2115'W 4118 32181' S33'460Jw fi m,-,~,• p•,.,Y,.I .~ " ~ TOWN OF LONG BEACH q! nya. EcM L37 37.37 N1a7235W 181 709,68 557'1] 35W ~ ~~~ . ~ ',q+,'; ~,;: :.','.:• OEEO BOON 947, PAGE 1044 ~4~7 ~~5 u 718„8 139 285 5D NlaJ2'SSw 18.5 1888' 54321~10'E PRBPERtt UNE b 171E RUN NIP CABINET K, PAGE 3a5 U9 40685 55511429E l8F 50 BB S771050W ~' NERCEA AAtL C~FN • N~ '~'~~t 9 ~ PBOPERN UNE 6 717 BUN J: • ~ ~ ~' >ii ~b78pDi8 . 440 10383 N165B'JB ~ L6S 58,01' 538'17 621E ~ ~' URLE L010W000 KNOT CUIEY , L11 taola' Nee l4'o1'E Las 1D7 s1 557551Jw ' CAISON LiNEBERGER AND ::: • • .~ ~ ',, ERB 11]9' - •. J RAIFORD TRASK, JR. +".•: ~~~- - Lf1 236$6 Nf71B'28'E L87 IW.77 NBI 13'IBW ?~.~ ~•. ~ - EOAI U] t2B1D N557556E L8B 69.05 ~a1S'1Bw ~ ~ WP BOCM L, PACE te1 {g~tl, fPXP. :. tl. .., ,-,-.' '~ `Y 47'11 ss-=~•.,~. 158852' /• L44 14750 N6O'70 fa'E. Il9 47.18 5f558~N'E ~~ M .':'.': .':': ~::'~'~' PHASE I k PtS~B 1 '. ~ E ~ L710 0 ,B'E r 1.15. 2WeB N423B'Ot'E 190 76515 50140151E ~ ,^~ ~ t i 'WLINON BOII~JFB1' lWE E°~% ~- di~ NIF "~' ~ •~'' \'~ ~ ~ ~yt' '~ Lee ~°f ~ & i`~ 7~ OCEAN ISLE DEVELOPMENT i \ cy ~/ sT9~• L,a>~~e too uo .. _ io 7~ oEm eaoK 9x1. PraE 70/ AMENITIES AREAS .. ... ^ , ~ (vr" J , ~ 7111D L,4, ~-12~,)•3'~y 617"}5 ~'r~ f AM9EU CRAIG WM IES 16 NMf N9( ' i ~~ ~, ~ 47 r-.-^.: \ ~ .%c. EGN C akNYD C¢w6~ IOW RR ub MYT N~Id r EW 1~ K 5 ' ~• t .' ~` ~` '~7yWE7L/Wp$ PRErt0U5LY 4~j, / 8 01pl lfaR7®t9DPId7D of 1,~ ~~ '' 1 ., /, /I ry~ "} ~ IPPBWID Bf WRPS OF ENC9EERS ,5 6aA48 A 9[wm rBwlw Rlluva la Nwr Nsc h~,~ 7\ 11 'd, ~ _ ;: EEEffIRRR ~ I /~~ / ~ ~ DESgiVABN DA . "lJ PRENWSLY ~ - ' WETUNDS PREYtOUSLY j~ f/ ~ [CMI W 5 ' ~ 4 BY CORPS fE F3IGINEEI6 i ~ ~ MPfIP'ED Bf COBPS OF ENGMFFRS ~ . 6rW.: ~ p~ ~ ' rr s, ~aa ~ ~ $P ~s ~TL - tTh( , , ii PHASE t `~ ' ~ I. ,%' 4 'yl i"" ., '"_I ~ _~ SEAL E. ~r ,i~R ~I I ~ % ~yt ~ T'~ a1 OCEAN ISLE O~VEC~PMENT ` „ t y I~ I; ".,' i NIF I ~` n~ ~*~ ~&; DEED Ba3N 961, PACE ,61 SUNSET HARBOR ~ - iYi" ~ EJ ~ ~' ~, VOI. FIRE D~Pf. CYPRESS LAKES .1; i SUBDIVISION _ ~ ' •, - ~ DEED BDON H8, PB BBB ~ BLJOK L PALCE L81 { ~...~ l i ,cf~yti NiF SUNSET HARBORS I I ~~ '~ ' ~ 1 i ~ -~ ao er c`oRPSroF Eec9EEEBS /' / ~v -` VOL. FIRE DEPT, A I ~ ~ I_ -T n4~Lns. ,' SIv tOTP1 WtFA OF GEED BOOK 1177. P0. 2BA ~ ~~~ "~ 1 ~--~ $~ ' ~ 7 'C u13 ~7BSX~ , uie it'tn`76 ,~ PROPFRIY SHOWN S , ~a9aisW- c2 n~" 1 1172 s6r+1J,7'W._-_r.-ram- 6376 ;~nB 82276 ACRES R. ~ERB °~-~EE~ Elr ~~;9`7``-- °z1x' ~9~fi~ C~IPE F~,4R ~\ ,~~: ' -" Englmering, Inc. ~ m A$~,g-- INGRESS~,EG~,RES-0SF-~SEA7ENi. -- ECN ,~ n~.w \'6. ~'9'~ NAP BOOK X. PAGE 365 ~niw \`%m~y AAFA OF EASE7AEN7 9>5 ACRES 5 W ~ 7 ~ t8 \\ ~7~" y+'. Nuw: 6 ~ P'roGFr my,a \ i~,yly. ERBINS CERIIFES 1HNT 1NR COPT OF THIS PUT IDEN11FE5 AS °~" I e w.41, wAw91. ~ ~~ ,~L,~ ~1 TI WATNRS AND WETLWD9 ALl A9W5 OF Y7ATFA5 ,LW 11E71AND5 DfIX . e. 1k4r ~ sJA9: Y•em' Nw 2J FFFJ ERa ~` ~ RECNLAIFA PWB;UIM TO SECADN /d4 OF 111E CLEW WATER wvxv.79 r r. 9.d. ~ ntt ~ x ur mN ACl`;AS OETFRNWEO BY TN£ UNDERSIGNED ON~THIS pATG i um aaru9 ~7 ~ ~ WF LINU^ss nN7~ a A cNArx~ m tl¢ IAw, oB auR PueusHEO sez o247s,~E eG s\ hl~ OCEAN ISLE DEVELOPMENT' REGOIAnoxs n+1s DE7EB69nAmN NAr eE xEVEO oN FoR A MAS PROPERTIES. INC. I ~.~ ^ \ DEED BOOK 861. PAGEIW PEFgO NOT FO EKCE317 FNE YEARS FtN7N 609 OATf. THIS' te0lolowfRUYtvnl~IS Pwalenul cau0r ryi9 \ l D , Wu IUdE 7B9ulw 1PE 1987 COAP6 OF ENdNEr]S htERCE/t M iLL 4~A , ~ I EGn n~iImAND oEUVFAnok NwwL "~~Spe~T\ N.C GRID NORTH NA.D. 1983 /71,-~.~-•---••---~' 1 ~I" _ PhbFSE 2- - - ~,D'P \ ~~• I -Ul7'~ CORPS DF ENONEERS PFPRCSQ'IAfth A~ \'"~• I eoo zao` o soo' loon' /~~:d' WETLAND QELJNEATION \~as•>r 1 ~_T ~ ---- MAP $~' ~S~C~• ~'~~~a2G03~1ao~71 808-01. "'iB i 9CCfRFWT iS ~ 7D ,NF FOLLOK7AP': ~ ~ ~ Land Management Group, lnc. CAMA Major Permit application, b0UN0AM INf0RN7718Y OBTANIW FROIf INP AECP90E0 61 ~ \ER9 J633w Seawatch at Sunset Harbor „,~ SURPE71A0 910; AIAP EMItLE9 TIA7Ot 517AVeY 496!' Environmental Consultants i0R L&RCdt NR2 Cf<fOUP, CLC AS RCCOROFO Ai Al4P CABINET 1D. Eli WETLAND A licant MAS Pro ernes LLC & PACE 71 M 121E BRUA5W8:K ooluxn REGISTER of DECas anct: \~ P.O. BOX 2522 ~- P Wilmington, NC 28402 DELINEATION MAP Seawatch at Sunset Harborlnc. 910-452-0001 Location: Brunswick County. LMG # 01-02-258 CLC Date: 5!212006 Sheet 26 of 26 I. / 't~ J --r~a~ pRa~~~, l~s- ot~ G~cD 30GK 1330, PAGc ;3=2 ~ RD~S~ a ~,J r o n' ~ £ CE:INEATD _Y uND y ~7dP~ 1NC.: '~iit.~AO =c,flrn 2'C .cPE fF. A S ,v ~4 G ~ :' L 1210 ACPtS IN V~E'1~N6S ?; x _ ~r<tiD a~-Y ;a. 2DO L o' A,,t 1" ~ :51 ,,; , . L _ , - ; acs ~ v ~Vt.~sa / ~~ / ~~~ L39 ')C / `-s ~ - „6 ;v DdA'M1'EFi~2 B" C,ND ~~ . . I'c~Aft`U' BY BRU1'SPdCR ~ ~ ~' ~ ~, pn'fJ-AUC'$T 4 1398 . lV~l• _' ~,~ i~~t~l'ERTlES ' / ~ ~ SJOK 1~3q, ?AGc,13~2 11\\L\ ~vrc :~.n; s T~,t tw :cvr DF ttc dT n:.s v W6'~sS k...,, &TJN+ AIL A~~+ iF tl'~ ~ k'-'J `~' a-~1:Ar'tD NrfSUAY'tO gcMN F74 ~ PE ifkM W^,J,. k'T AS C'Sr7tXt'13 Bt TAE UhTf .='~~ hN HG 04? JJ~ IF7tE 5 A 7k11~ IX lK. J.H( ~M1 OJP {1sg:3 3.A.CLIIS. ySfS 0 ^tlAA'%F LA. , F1.IY Oh GR k a ?L7 KT' T7 FA~.c'J '+E iF.~wS FHN 145 GRE iS 7 iJl -^h 1J5 HLt u~CIIIM1GT E ILi 'A Of. `77TJS _ Ds ~r~Ano oas"tnFn ~ ~tyc u ANFf •r„ o<., 4c.~ ~ e ~ A _~ ~.,3_ Nc`N ?RC?ERTY UIJE ~4C 2d, PG 3~3 ~1r l~DA~E 4NIE.LIAr~~ON :: B:'OX ! 142, ?GE 233 t:JJ?..- A U t- f ~v M ~l'41:t1 ~ .T,J. M5 L.,d ,( C;A'V. h'7 CT ~' PAS 9',?5" Li~T it AYJll1 . rs..M1 a ce aka ~ ~.'7aX,. Z..~ n~i ~~ c'c. ~~ y, eA= f an~A T a n,Tn lxxm! s T '...1 ~ ~~~ . g"'.+G 4.5'.ft ~ F~i1.N 7N-F X'l L kaL' ...~ r. x v[ wa rq L A~~J =as >4 •.-- a!_I a_~_r.~ aAm 7 uc:.e ~. u_ ~ ^. ~,, ~~~~:~ T~ ~~, h p z~a~ s~a~ ; _ Land Management Group, Inc. Environmental Consultants P.O. Box 2522 Wilmington, NC 28402 910-452-0001 LMG # 01-02-258 CLC _!•s r,.t I vlcw~ ~'ra~ I. AZ ~AW'iS.Zt; :.PO:Fr Y.A7144">` UL,~ . C7xet R7~ 2 43t? ~', R' r1L l-1 D7'3:i5 04'~ OA~~ l S1i;v4T ir:ERXGtA ID L!F cPM 10 ff_E 1$ ,' L'A° CcS,£F % 7i.K 9S ~ la =l?'~ 75 ;}<r teg u r:.-nr~ w uE ~;vsXa EDa r ti: S 'A Wi v'3 o~q Arai u+ rr~ ~1 DECD frXif H PiS 4P) o-~ erxim5f PANE 1M 4:~ 196 Roe i]11 o-~ EaY: ;Q PLc 1ou I Ta~v~ aF o~AK I~t~Lr~~ DEa7 3O0K iFSi7, FRCE 5 Mc ?a, fl~ ass d ~ '_ c_ ~. ~'e" h~l~rfi P`~ 1 ~ l~lxalnK ti3.v ' S~A~~Tfi~~ .4tStf~S€ dR64~:~. ""~ CAPE FEAR 1~- EngrNeerkrg, frtc. tE~l>vkWa1A' a.u.~wnkr• [~G~A:W "va(rorNSsrT :WxX;: S'1::1: ~1' iP::EGi W~16 - fr ECG; ' k SIC,3:S ~ 5:11 1'-:?Y 1:=?7Y-J-t H. Sn:rT ~ i!.^., i 04 NOU' fl4 P,~.W~ °Ur'1 ~ FOR' M~,s r4a~zTi~s, wc. TG'P11V CF QAK I&CF,1~lf) DfWSEC'A - LX.nY'~:F7!41'T3~INSNIP 2FLCY;N':a(L~1ft?"-' 49t,Tfi U~RY.iW ..,. t s C~~ r i~G v rrJ^ ' 1~`!~' I ~1.~a} (}EL~~ i' fQi~ (~.~ ~'} ~,, ( ~ _ i, i r.' . McRCER'/rjrL L Ec4 g } >t@ I ~, ., t?h/~Sc ~ . I 3u3-ZB T . .. CAMA Major Permit application, Seawatch at Sunset Harbor WETLAND A Ippicant: MAS Properties, LLC & D E L I N E AT I O N M A P 2 Seawatch at Sunset Harbor Inc. Location: Brunswick County. Date: 5/212006 Sheet 26b of 26 __--. --- -~~6 J~~$~t j Irv, .., _`~^ E / et /J//// t5,~ A'a / 1~`11/J M1~s ~ Y., `'~ ~y~~ ~~~~_~:: :NAY.:'I,Y.A~41c ~S v ti:s. R'.: 5 ;1t4 JMS :SX Lr (+S ?V' L"tiTr ~' ti tS5,~5' /e7 W`it/=6e 1-. Ati.~ 0.c WA=,~S I,W L FTFS 6;JYA 0 tiA' '~4Y11z 5 \ [ 6 Y ~ L I.F J_T v ~O 2Y T 1 5 E Ibf 3 'S A .QA-. Y OIC uH ,]. S-4 Y'C~ ;0 C.: RL si0 CN 4l LE T CA A r~F.:o n~~TL~U`i~c ~J7~ Klf lla.l, T ;_T~,yY,i`.;1 153 LLl: L~:iJV e, IiFi tifg W~ Fii:+« r =.r-- - __-_ a:._ Land Management Group, Inc. CAMA Major Permit application, Environmental Consultants Seawatch at Sunset Harbor P.O. Box 2522 WETLAND A Ipp icant: MAS Properties, LLC & Wilmington, NC 28402 D E L I N EAT I O N MA P 3 Seawatch at Sunset Harbor Inc. 910-452-0001 Location: Brunswick County. LMG # 01-02-258 CLC Date: 5/2/2006 Sheet 26c of 26 Su~•~1 ~-____-=--~ ~JI_=z ~. -- - ~- ~ ~~ i i ~ ~ -- ~~ ~ ~ ~--- y, .__. ~,~ ~ ~1 ~_ '~ i ,__ .. i~ ~ 1 ;-- NIF ; }- -- CYPRESS LAKES _ ~l ~-- - SUBDI~/ISiON ~` ~ - - J~ ~- - ~ ~~ i I fV S(~' ~''` ~--` ~' ~ Y~ ~~ I ~ - - ," - l r - ` ~~~ (~ ~ ~ ~ ~~ i ~~ ~ i' - ~ ~? ~ < ~ 1 'f'_ ~\ I j I I , ~ ~ ~ ~ y~\.~ ~~ ~~ \ t ~~0 ~ ~ ~\ \ \~~ NC G"rtID NDRiN F! A b 1483 263 10D' 0 «90' ~' I :x,:afl;C SC+Li t' 0 26+3' su waGdrnmrK«a•np~~FTM1 V~14vM vYe" T C~:.wSS~m+~ YG j4 id40. M tn3.WL R"'.1Ma wl WS Ft•.fNlD N 1F.+c'r.Ge {4M~w ~ S:tif7 CN N+SI W, 1RL va cD;nf"5 nHr ms can' u ~ a4n ek: Y AvD w'E1V.ti:3 k:. A'E3 ~ MI Ct1H CA1R Mt:IWfh CJ?YYaT Ip Sx!~'~ ~bWA aM M: MaG t. tit 04ldtun[c er IXE unDf'R3' 'K~ i~ 3 F ak91E W ~ Yw ~~~y~qp ~. F~ A thEaO ACID OI9TII Afi STS ~u ~ M'L MS CGG'YWVk YAS W:iE m.UrJia ~ fFl7 W~+ G ENCIATID3 9CV ,XF`hU: GP'..'k'~iFN YMNI.- ~ u*i "~' xu~rc ^~~~ a cWUa~s tt~e .. _ atia n~~--- ~,. r~-°b DE~~n~~ ;a`0.t>~ ~ s ~~~,~ .c `* . ~u F, 3` F C J iokY)W~ ~, CAPE ~L:riTI Engineen~g, lnc. ~.,~.. ~~ :w" ~`° ~~ cuw i z nW.y enun ~a ,~~ MA5 r'RQPFRTIES, !~:~C. M&RCER MIkL {,t(:14yGDDF6:1Y1'OrihSMa^ AC.UA5Vti;.^K i,AVhTT NGnTrCMDSPU PHAStt tNEYLdI3q [t"~R cf w•. w ~q~'~}~ m:''~ ` Land Management Group, lnc. CAMA Major Permit application, Environmental Consultants Seawatch at Sunset Harbor P.O. Box 2522 WETLAND A Ipp icant; MAS Properties, LLC & Wilmington, NC 28402 D E L I N EAT I O N MA P 4 Seawatch at Sunset Harbor Inc. 910-452-0001 Location: Brunswick County. LMG # 01-02-258 CLC Date: 512/2006 Sheet 26d of 26 .. ,; ,~~ /i