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HomeMy WebLinkAbout20110314 Ver 1_CAMA Application_20110405A ** 201 1031 4 NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue James H. Gregson Dee Freeman Governor Director Secretary INZIROVI?l February 3, 2011 MEMORANDUM: APR 0 5 2011 11M•YM4TERQuA M TO: Cyndi Karoly, Supervisor WEX4W$AWMMft7ERWA4M 401 Oversight & Express Permits Unit Division of Water Quality-Surface Water Protection FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA Major Permit Application Review Applicant: Highland Shores HOA Project Location: off Club Court, adjacent to the Brunswick River, in Belville, Brunswick Co. Proposed Project: reconfigure/extend length/add 30 lifts to existing docking facility Please indicate below your agency's position or viewpoint on the proposed project and return this form by April 28, 2011. If you have any questions regarding the proposed project, contact Heather Coats at (910) 796-7424, 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, NC 28405 Phone: 910-796-72151 FAX: 910-395-3964 Internet: www.nccoastalmanagement.net NorthCarohna Iatura!!t? An Equal Opportunity Affirmative Action Employer DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Highland Shores HOA, c/o John Lister 2. LOCATION OF PROJECT SITE: The project site is located off Club Court, in the Highland Shores Development, adjacent to the Brunswick River, in Belville, Brunswick County. Photo Index - 2006: 15-7364: L-N, 11 2000: 15-151: J-L, 15 1995: 15-163: I-L, 11 State Plane Coordinates - X: 2309161 Y: 168550 GPS - Q121713A Latitude: 34°12'31.40536"N Longitude: 77°58'39.09483"W 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -12/17/10 Was Applicant Present - Yes 5. PROCESSING PROCEDURE: Application Received - 3/25/11 (complete) Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan -Brunswick County Land Classification from LUP -Residential, Conservation (B) AEC(s) Involved: EW, PTA Water Dependent: Yes (D) Intended Use: Community (E) Wastewater Treatment: Existing - Community Planned- N/A (F) Type of Structures: Existing - 52-lot subdivision with clubhouse and 30-slip docking facility. Planned - Extension of existing 30-slip docking facility and installation of 30 boatlifts. (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] nppnr:pn Fri T PT) (1TT-Ml? (A) Vegetated Wetlands- § 404-type (B) Non-Vegetated Wetlands 15,238 sq. ft. (Open water) (total incorporated area) Net increase of -518 sq. ft. of incorporated area (C) Other - Highground (D) Total Area Disturbed: -518 sq. ft. total (0.011 acres) (E) Primary Nursery Area: Yes (F) Water Classification: SC Open: No PROJECT SUMMARY: The applicant is proposing to reconfigure/extend the length of the existing 30-slip docking facility and to install a boatlift within each of the slips (for a total of 30 lifts). Highland Shores HOA, c/o John Lister Page Two 9. PROJECT DESCRIPTION The project is located within the Highland Shores development off NC Highway 133, adjacent to the Brunswick River, in Belville, Brunswick County. To find the project site, travel west on US Highway 74/76 out of Wilmington to NC Highway 133 in Leland. Travel south on NC 133 approximately 2 miles to Club Court. Travel to cul-de-sac at the end of Club Court Road. The access to the docking facility is located to the right of the clubhouse. Access to the docking facility requires notification of the applicant, as the dock is gated and kept locked. Highland Shores is an existing 35.3 acre subdivision consisting of 52- single family lots, a club house and a 30- slip community dock, located within the planning jurisdiction of Belville. The subdivision is bordered by NC Highway 133 to the south and the Brunswick River to the north. The subdivision and community dock were authorized under State Permit 42-99, issued to Southern Lifestyles, LLC on May 14, 1999. The subdivision spans more than 1700 linear feet of shoreline along the Brunswick River. Waterfront lots within the community were platted to the high water line, thus granting property owners riparian rights. Two community areas were deeded to the subdivision HOA; the club house is located on one parcel and the community docking facility is located on a second separate parcel along the shoreline between lots 29 and 42. This second parcel consists of a small wooded highground finger bordered to the south by wetlands. The highground finger and adjacent wetlands were likely created from excavation and spoil deposition resulting from the dredging of one of the many the Liberty Ship berths commonly located along this part of the Brunswick River. Vegetation consists primarily of Common Reed (Phragmites australis) and Smooth Cordgrass (Spartina alterniora). The shoreline of the parcel measures approximately 460 feet in length. A six foot wide wooden boardwalk/pier access originates on high ground near the club house and crosses the highground portion of the property leading to the Brunswick River. The pier crosses the marsh extending into the river where it leads to a 16' in length by 16' in width covered gazebo. The main spine of the floating 30-slip dock measures 10' in length and approximately 216' in length and is accessed by a ramp leading from the gazebo onto the dock. A total of fourteen finger piers, each measuring approximately 18' in length by 5' in width, extend from both sides of the main dock spine, with a T-head on the end of the dock. The T-head measures approximately 58' in length by 8' in width. Ties pilings are located between the two slips created within each of the finger piers, for a total of 30 slips. The pier and dock currently extend approximately 378' into the Brunswick River, as measured from the waterward edge of marsh. The width of the waterbody measures approximately 1494'from marsh to marsh. According to the water depths provided on the plans, the deepest (or channel) portion of the waterbody is located approximately 570' from the edge of marsh. The water depth taken during the site visit conducted at low tide on December 17, 2010 (at approximately 1:30pm) was -7' at the waterward end of the current docking facility. The low water line fell approximately 70' from the landward end of the floating dock, between slips 5 & 6 and 25 & 26, as shown on the existing site plan numbered 3 of 10. Water depths were consistently V less than water depth shown relative to Mean Low Water on the plans provided. According to the applicant, Mr. John Lister, who was also on site, the average low water line generally extends an additional 20', more or less, waterward, or between slips 6& 7 and 24& 25, as shown Sheet 3 of '10. Considering this account, and due to the difference in water depths observed at these two locations, it is estimated that the actual Normal Low Water (NLW) line may in fact fall at the -1.5' depth shown on plans relative to Mean Low Water. A signed, sealed survey was not provided with the permit application, but plans state water depths shown are based on a survey conducted by Arnold Carson in July 2010. It is speculated that the elevation difference may be due to changes in current conditions relative to long-term averages or seasonal variations, or possibly due to unintentional penetration of the soft, silty substrate with the surveying equipment. The waters of the Cape Fear River, adjacent to the project site, are classified as SC by the North Carolina Division of Water Quality. They ARE designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries, and they are closed to the harvest of shellfish. Highland Shores HOA, c/o John Lister Page Three PROPOSED PROJECT The applicant is proposing to extend the fixed pier a distance of approximately 105 linear feet to relocate the 30 slips into deeper water. A four foot wide pier extension would extend approximately 15' east from the gazebo, The pier would then turn 90 degrees to the south and would run approximately 20' to the south, at a width of 6', before turning again toward the Brunswick River and extending another 84 feet into the waterbody (which would also be constructed at a 6' width). The intent of this "dogleg" is to relocate the docking facility towards the south, so it is no longer encroaching into the northern 15' riparian setback. The fixed portion of the pier would then lead to a ramp, which would lead onto the main spine of the floating dock. The proposed floating dock spine would measure 233' in length by 10' in width. Sixteen finger piers, each measuring 24' in length by 4.5' in width would be installed perpendicular to the dock spine, re-creating the 30 boatslips, essentially as they are currently configured, but slightly wider to so as to accommodate lifts within the slips. Thirty boatlifts, measuring 12' in length by 12' in width, would be installed within each of the slips. The docking facility would extend approximately 492' into the waterbody, as measured from the edge of marsh. The water depth on the landward side of the floating dock is shown to fall between the -1' and -2' contour line relative to MLW (or what may be the normal low water line, as calculated based on site conditions). The water depth at the waterward end of the structure is shown to extend just beyond the -12' contour relative to MLW. 10. ANTICIPATED IMPACTS The docking facility would incorporate approximately 10, 368 square feet of Public Trust Area and Estuarine Waters. The entire facility, including the existing and proposed pier access and gazebo (whose areas are specifically excluded from the 27 square foot calculation), would incorporate a total area of approximately 15,238 square feet of Public Trust Area and Estuarine Waters. The shaded/incorporated area for the existing pier and docking facility was originally calculated at approximately 14,000 square feet of open water impacts and 720 square feet of coastal wetland shading impacts. As such, the proposed facility would result in a net increase of approximately 518 square feet of incorporated Public Trust Area and Estuarine Waters. The proposed dock would extend approximately 492' from the edge of marsh, which measures approximately 1494' across from marsh to marsh. As proposed, it does not appear the docking facility would encroach into the channel portion of the waterbody, nor would it exceed 1/3 the width of the waterbody, although it does exceed the'/ width. The docking facility, as proposed, would not extend into either 15' riparian setback. Due to shallow water depths on the landward edge of the floating dock, it is possible that under current conditions, at least part of the floating dock could sit on the bottom occasionally at low tide. This is of some concern, as shoaling is known to occur at this site. Further siltation could feasibly result in a reoccurrence of the current problem, with many slips becoming dry at low tide and floating structures sitting on the substrate regularly. As the applicant is aware, and as stated on the original State Permit 42-99 issued for the dock, dredging is not permittable under current rules, as this site is located within a PNA. With this in mind, the applicant does appear to have designed the proposed facility to reach the deepest water possible, while meeting the 15' riparian setbacks, while also attempting to limit the pier length to the greatest extent practicable without reducing the size and slip count of the facility. However, considering this is an existing facility, the proposed project would significantly reduce the length of dock currently sitting on the substrate at low water. Increases in turbidity should also be expected to result from construction. Submitted by: Heather Coats Date: 3/31/11 Office: Wilmington Project Narrative Highland Shores Community Marina Belville, NC, Brunswick County Revised February 2011 Existing Conditions. Highland Shores is an existing 52-lot, single family subdivision located within the Town of Belville, Brunswick County, NC. The western edge of the subdivision abuts Hwy 133, along which the entrance is located, and the eastern edge of the subdivision abuts the Brunswick River. A thirty (30) slip, open water marina exists on the Brunswick River and is accessed by a common area lot. The community marina was authorized by CAMA Permit # 42-99 issued on May 14, 1999. The existing dock system consists of a single floating dock spine which extends perpendicular from the shore to the V4-width of the waterbody limit. Slips are located on the northern and southern sides of the dock spine and are accessed by floating finger docks. All slips are 30' in length. All of the boat slips are owned by homeowners within the community. The Highland Shores Homeowners Association (HOA) owns common area access to the marina and maintains the dock system. The Brunswick River is designated as Primary Nursery Area (PNA) by the Marine Fisheries Commission and is designated as SC Waters by the Environmental Management Commission. Proposed Project. When the permit was issued in 1999, all slips had adequate water depths. Over time, apparent sedimentation near the intertidal area has made slips nearest the shore inaccessible during much of the tidal cycle. A hydrographic survey was completed in July 2010 by registered land surveyor Arnold Carson. The survey shows that there are currently eight (8) slips located between the mean low water (MLW) contour and the -1' MLW contour. Not only are these slips inaccessible at low tide, boats in those slips and the associated floating finger docks sit on the bottom at low tide. The landward most finger docks have been damaged due to torque created by the lack of proper flotation. The HOA is currently in the process of replacing some of these fingers under the CAMA maintenance and repair standards. There are an additional four (4) slips located between the -1' MLW contour and the -2' MLW contour. With less than two feet of water at low tide, access into these slips is restricted as well. Twelve of the thirty slips, or 40% of the slips, are now located in less than two feet of water at low tide. The HOA is currently requesting to extend the floating system to 1/3-width of the waterbody in order to regain full use of all slips. No new slips would be added, and thirty slips would remain. The slips would remain 30' long, although the "clear water width" of the double loaded slips would be expanded to 24' to allow for the installation of boat lifts which are not possible to install now due to a more narrow width. The addition of boat lifts and extending the floating dock system to deeper water will prevent the floating dock and boats from sitting on the intertidal mud flat during portions of the tidal cycle. This modification should be beneficial in the PNA waters by eliminating unintended bottom disturbance. Water depths inside the landward most slips would be at least -3' MLW and would exceed -10 MLW at the waterward end with the proposed extension. The depth survey also shows the natural channel within the river, and the proposed extension would not encroach on the channel. It is also noted that Eagle Island is located on the opposite side of the river, and no development or docks are anticipated on that side of the river. Navigation should not be significantly impacted by the proposed extension. It is assumed the dock length would meet conditions of the US Army Corps of Engineer's Section 10 General Permit 56, which specifies docks should not exceed 1/3 the width of the waterbody. The HOA has assessed several other project alternatives which included the addition of boat lifts in the existing slips, dredging, use of the adjacent riparian corridors which are associated with lots under different ownership, and the applicability of existing CAMA exemptions for exceeding the '/-waterbody width. Dredging in PNA waters was deemed a less desirable alternative than extending the marina beyond the'/-width of the waterbody since an extension of the marina would prevent any impact to resources and is not thought to impact navigation. The applicants investigated adding boat lifts to the existing configuration but were told by their contractor the slips were too narrow to accommodate lifts without extending the dock system to allow for wider berths. The two adjacent riparian corridors are owned by individual lot owners and use of a portion of these corridors was not possible. Alternative designs which kept the marina within the common area's riparian corridor but placed some slips parallel to the shoreline were also assessed. Due to the relatively narrow riparian corridor and the need to maintain the 30 existing slips, this type of configuration did not substantially reduce the need to extend the dock system to the 1/3-waterbody limit. The enclosed figures labeled "Alternative #1- #4" show several of these marina reconfigurations that were considered but found to be impracticable. These alternatives are not part of the requested work, and have been enclosed as an supplement to this narrative only. The fixed pier which provides access to the dock system would not be changed. The wooden walkway which provides access from the subdivision street to the fixed pier will not be changed. Therefore, there is no upland work associated with this application. All changes involve the floating, wooden dock system to be located over open water of the river. No additional stormwater management features are needed and no new land disturbance is proposed. 20110314 DCM MP-1 APPLICATION for Major Development Permit (last revised 12/27106) North Carolina DIVISION OF COASTAL MANAGEMENT 1. PrimaryApplicant/ Landowner Information Business Name Project Name (if applicable) Highland Shores Home Owners Association Highland Shores Community Marina Applicant 1: First Name MI Last Name c/o Mr. John Lister Applicant 2: First Name MI Last Name N/A N/A If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 1002 Club Court Belville NC ZIP Country Phone No. FAX No. 28451 USA 910 - 262 - 4636 ext. Street Address (if different from above) City State ZIP N/A N/A N/A N/A- Email 2. Agent/Contractor Information Business Name Land Management Group Inc. Agent/ Contractor 1: First Name MI Last Name Laura Stasavich Agent/ Contractor 2: First Name MI Last Name N/A Mailing Address = ox City State 2522 Wilmington NC ZIP Phone No. 1 Phone No. 2 28402 910 - 452 - 0001 ext. - - ext. FAX No. Contractor # 910 452 0060 Street Address (if different from above) City State ZIP 3805 Wrightsville Ave, Suite 15 Wilmington NC 28403- Email Itasavich@lmgroup.net <Form continues on back> Form DCM MP-1 (Page 2 of 5) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Brunswick 1055 Club Court (address for adjacent clubhouse) Subdivision Name City State Zip Highland Shores Belville NC 28451- Phone No. Lot No.(s) (if many, attach additional page with list) - - ext. 52, all existing, , , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Cq( -K?kv Brunswick River c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. NNatural ?Manmade ?Unknown Brunswick River e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed NYes ?No work falls within. Town of Belville 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) Along MHW elevation of July 2010 survey, 408-Ift. Common area which provides access to the dock and holds riparian rights is 2.11-acres. c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or The existing lots range between 0.25 and 0.9-ac., NWL (normal water level) , Approx. +10' to +20' ®NHW or ?NWL (If many lot sizes, please attach additional page with a list) e. Vegetation on tract Water oak and Loblolly pine dominate upland portions of common area. Spartina alterniflora dominates fringing coastal marsh. f. Man-made features and uses now on tract The subdivision exists with subdivision roads and utilities in place. The majority of lot owners have constructed single family homes. The common area and its associated riparian corridor which is the subject of this permit application contains an elevated, wooden boardwalk for access to the existing docking facility. The existing docking facility contains a fixed, wooden access pier; a gazebo; and a floating dock system with thirty (30) slips all of which are 30' in length and less than 12'-wide. All slips are currently deeded to a lot in the subdivision. g. Identify and describe the existing land uses adiacent to the proposed project site. Residential h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Residential (Attach zoning compliance certificate, if applicable) NYes ?No ?NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. NYes ?No ?NA If yes, by whom? Done z_1t time,of subdjvisjon -1998 1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes I! ?W o ?N " i National Register listed or eligible property? Firm DCM MP-1 (Page 3 of 5) <Form continues on next page> APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ®Yes ?No (ii) Are there coastal wetlands on the site? ®Yes ?No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. Community sewer. o. Describe existing drinking water supply source. Community system. p. Describe existing storm water management or treatment systems. Stormwater management features were designed, approved by the state, and installed during development of the subdivision roughly ten years ago (SW Project No. 980814BR, issued 9-15-1998). Work proposed in this application involves re- alignment of the open water dock system with all proposed work being located waterward of mean high water. There are no proposed changes to the boardwalk, which provides access from the street to the dock, or any other upland areas. 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government ® Private/Comm unity b. Give a brief description of purpose, use, and daily operations of the project when complete. The purpose is to relocate the marina in deeper waters to allow owners of the exist ing landward slips full access to their slips. Extending the existing marina into deeper water and adding boat lifts was de emed to be the only practicable alternative after dredging and several other marina configurations were examined. Lot owners with deeded slips would continue to use the slips for recreational purposes. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. Standard marine construction equipment and methods, pile driver, etc. d. List all development activities you propose. Relocation of existing marina further waterward. e. Are the proposed activities maintenance of an existing project, new work, or both? Existing project. f. What is the approximate total disturbed land area resulting from the proposed project? None ?Sq.Ft or ?Acres g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. No direct discharges to waters of the state area proposed. i. Will wastewater or stormwater be discharged into a wetland? ?Yes ?No ®NA If yes, will this discharged water be of the same salinity as the receiving water? 6J es' nl\lo ®NA Form DCM MP-1 (Page 4 of 5) APPLICATION for ' Major Development Permit j. Is there any mitigation proposed? ?Yes ?No ®NA If yes, attach a mitigation proposal. <Form continues on back> 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. 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. Name Tommy Sullivan et als, to the north Phone No. Address 10163 Creekside Drive SE, Unit 5, Leland, NC 28451 Name Baker NC Properties, LLC, to the south Phone No. Address 209 Dixie Ave., Wilmington, NC 28403 Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. CAMA Permit # 42-99, Southern Lifestyles LLC SW No. 980814BR, Southern Lifestyles LLC h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. 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 the conditions and restrictions contained in the permit. 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. Data i X41 ?VLI W*' Print Name N A'? ?S't????; CL? L/?" (fir Signature Please indicate application attachments pertaining to your proposed project. Form DCM MP-1 (Page 5 of 5) APPLICATION for Major Development Permit ?DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts ?DCM MP-3 Upland Development ®DCM MP-4 Structures Information Form DCM MP-4 STRUCTURES (Construction within Public Trust Areas) 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. Please include all supplemental information. 1. DOCKING FACILITY/MARINA CHARACTERISTICS a. (i) Is the docking facility/marina: ?Commercial ?Public/Government EPrivate/Community ?This section not applicable b. (i) Will the facility be open to the general public? ?Yes ®No c. (i) Dock(s) and/or pier(s) (ii) Number 1 floating An extension of the ex. fixed pier (iii) Length 233' new floating 108' extension of ex. fixed (iv) Width 10' new floating, 6' for extension of fixed (v) Floating ®Yes ?No e. (i) Are Platforms included? ?Yes ENo If yes: (ii) Number (iii) Length (iv) Width (v) Floating ?Yes ?No Note: Roofed areas are calculated from dripline dimensions. g. (i) Number of slips proposed 30 (ii) Number of slips existing 30 (Total slip count after project will be 30. There are 30 existing slips and no new slips are proposed.) i. Check the proposed type of siting: ? Land cut and access channel ?Open water; dredging for basin and/or channel NOpen water; no dredging required ?Other; please describe: k. Typical boat length: 20'-30' d. (i) Are Finger If yes: (ii) Number (iii) Length (iv) Width (v) Floating Piers included? ®Yes ?No 16 24' 4.5' ®Yes ?No f. (i) Are Boatlifts included? ®Yes ?No If yes: (ii) Number 30 (iii) Length 12' (iv) Width 12' h. Check all the types of services to be provided. ? Full service, including travel lift and/or rail, repair or maintenance service ? Dockage, fuel, and marine supplies ® Dockage ("wet slips') only, number of slips: 30 ? Dry storage; number of boats: ? Boat ramp(s); number of boat ramps: ? Other, please describe: j. Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). open runabout 1. (i) Will the facility be open to the general public? m. (i) Will the facility have tie pilings? ?Yes ®No (ii) If yes number of tie pilings? ?Yes ®No 2. DOCKING FACIUMMARINA OPERATIONS ?This section not applicable a. Check each of the following sanitary facilities that will be included in the proposed project. ? Office Toilets ? Toilets for patrons; Number: ; Location: ? Showers ® Boatholding tank pumpout; Give type and location: Portable, located at adjacent clubhhouse b. Describe treatment type and disposal location for all sanitary wastewater. N/A c. Describe the disposal of solid waste, fish offal and trash. Through no overboard discharge rules enforced by HOA. d. How will overboard discharge of sewage from boats be controlled? Through no overboard discharge rules enforced by HOA. e. (i) Give the location and number of "No Sewage Discharge" signs proposed. None existing and none proposed- policies enforced through HOA. (ii) Give the location and number of "Pumpout Available" signs proposed. One sign, located on boardwalk access to community marina. f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. N/A g. Where will residue from vessel maintenance be disposed of? N/A h. Give the number of channel markers and "No Wake" signs proposed. N/A i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality. N/A j. What will be the marina policy on overnight and live-aboard dockage? Permanent live aboards not allowed. k. Describe design measures that promote boat basin flushing? No basin, Docking facility is located in open water. I. If this project is an expansion of an existing marina, what types of services are currently provided? None. m. Is the marina/docking facility proposed within a primary or secondary nursery area? ®Yes ?No n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? ?Yes ®No o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ?WL NNone p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 3. BOATHOUSE (including covered lifts) ®This section not applicable a. (i) Is the boathouse structure(s): []Commercial []Public/Government []Private/Community (ii) Number (iii) Length (iv) Width Note: Roofed areas are calculated from dripline dimensions. 4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable a. (i) Number (ii) Length (iii) Width 5. BREAKWATER (e.g., wood, sheetpile, etc.) This section not applicable a. Length b. Average distance from NHW, NWL, or wetlands c. Maximum distance beyond NHW, NWL or wetlands 6. MOORING PILINGS and BUOYS a. Is the structure(s): []Commercial []Public/Government n Private/Comm unity c. Distance to be placed beyond shoreline Note: This should be measured from marsh edge, if present. This section not applicable b. Number d. Description of buoy (color, inscription, size, anchor, etc.) e. Arc of the swing 7. GENERAL a. Proximity of structure(s) to adjacent riparian property lines Closet point to adjacent riparian corridor is 30'. Note: For buoy or mooring piling, use arc of swing including length of vessel. c. Width of water body Brunswick River is --1494'-wide at location of docking facility. e. (i) Will navigational aids be required as a result of the project? ?Yes ENo ?NA (ii) If yes, explain what type and how they will be implemented. b. Proximity of structure(s) to adjacent docking facilities. Approx. 260' to the N, Approx. 204' to the S d. Water depth at waterward end of structure at NLW or NWL -12' NLW 8. OTHER ®This section not applicable a. Give complete description: ?? ?At( Date Highland Shores Community Docking Facility ;Projec t Ne ppli ant Name l ("Jf Applicant Signature P ii 111 `J • ??'°,.i r j I - j!i i'? I;; I CO 1 32 J ...:??. •.a._..,. -.14.5..• -,- ; 1 '?. ,c.._?? j 'I ._Y-•- J ?? _.! ??'"?-?e? ?.....??_.._.... ..?_-... ti_. f { r? IN?ESS PLR gip. is t¢? s BRCS ' r ?'? Gees pq qpy? )- 5 U.S.S. North Caaiiina 17 74 i ,. Battleship Meiar-ial o ! r - - 17 74 76 133 }. iI s 1'tillr t #on - tea. -K? ?r At / ` 11 { tTSY1 r . E Usr d{ ' at iln 's' SITE 756, ?..??f...! _ 1333 ? in !1 k-W 1 / .' }i i, z t f -' V of I U?r HosprEal 0 rQ cue ,"' } ?0 BIKE 421 % IA '% INIRD . I?f}L, } ,m <? k f Pine }. e (' 'G A?VAIIO r 132 ldiiendon F D. 43k *Boundaries are approximate and are not meant to be absolute. 1 Map Source: North Carolina Atlas & Gazetteer. 0 2 SCALE 1" = 1 mile Land Management Group, Inc. CAMA Major Permit Application Environmental Consultants Highland Shores Community Marina P.O. Box 2522 VICINITY MAP Applicant: Highland Shores HOA Wilmington, NC 28402 North Carolina Gazetteer c/o Mr. John Lister 910-452-0001 Location: Brunswick River, Brunswick County LMG # 02-08-070 Date: 10/2010 Sheet 1 of 6 Land Management Group, Inc. CAMA Major Permit Application Environmental Consultants Highland Shores Community Marina P.O. Box 2522 TOPOGRAPHIC MAP Applicant: Highland Shores HOA Wilmington, NC 28402 USGS Wilmington Quad. 1990 c/o Mr. John Lister 910-452-0001 Location: Brunswick River, Brunswick County LMG # 02-08-070 Date: 10/2010 Sheet 2 of 6 - F- V 0 1000 2000 not meant to be absolute. I'_'M WIIeMI, INGTON, N _ SCALE 1" - 1000' Watevb°dy Wed<h 113 _ ?1Gk R?vec Bruns ate 0(" ?b 11? m C L 0 C 3 o CU U) T D O '0(0 N m r Z d m ? N II O yr 3 N E oa c , b > cn N x N O O 7 `0 75 Z oo V v O U N u . -. v c ° ? Q V CL o m Co a n w a o a co 3 Co Y 0 E a ? 3 ° m v o m rn z m z 3c -° c 00 `rn v° af°i Ern C m E U O N T ?E .2 c6 - ? 'a CL >a. v . v a ` m ( (°.) Co c 0 v,v 0 Ca m m 3 ' N M CD V S o E O N? Na m? `OQ a '0 Y N O c ,ur ? y- Z' C a M "O C Ca O > U N.O-. N m °-m0 N C L L ` 3 .S a ? 4) O ' L 0 m m -0 a) 'O N LLl N ,p O N N >' L a c m C T _ N ~ m m m O L L m m m N m Z O ZHH 3 ?.E ?.U) All .\13 ? O p g ? E E z' '?Sb?f ? ? 11 W J N O 1 J1 O 1 O. O? •? 7, N p O N UI v N NO ? 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O (n G O c cU N rn Z n a N° yl J O O 0 G O (d # N ayi o 0 a 3 Z a) cur O F ro c c ur 3 0 -0 C N E t` 0 C,4 cv 'O V O O ly- w C N? L 0) "O ? O m X (.? O O m O m j-- 0 } C >. 04 ? _0 Z 00 oD V NI O Q (A Q Q m W 0 O p U U ?? Z W U v CL .U v m y Q? N v o a N O. C 'c O lc? 3 m y 1 O C m m c - E ° c a NU 3 4) L) m °° _ 1 Z d NJ Q U > o E O m m z 2 C w E Q L C C N L O a) rn m m p rn m E N o c Z = Z ~ W ` ? 3 c LO c Co O p y O 1 • ; 1 } Z a o O 'D y +a) > O N O Q ? Q• Z p Q? z m C N LO (n N = O O' W r (Q J ? ?Z Z O O O 0)a N O O OJ > a o O) c N om 1 7 r `? N W W C j NEa m m me w y .6 c N C O ? 1 IL C) •? mm N m m V m ?? Q ' O C y 2 y O 1 1 M O tl) 'O C ° v O >, U o N N N C `mm m O 3 m L ° 3•X w o L o a c LU a) ? U N L a m C T 1 Cl) N O L O4) a) L m OI N -? . . m N f0 N 0 ?.C E , {O O 1 z l-H 3 ?.S ?.N H a 6 Z J I LO z 1 ?, Y 1 W-;? 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O N N O (D zt d m 0 y a D o 0 (U N lY (D 1 O S " O w K O = O Q (D d Q (co 1 C o o a 0 (D = O 2a-= n (ID 007 0 0 DN 0 A = 0 CD d n c 0 0 0 o o s? d 0 =r U) M. 0 'a f CD (D CL S N 0 o y Q? o o m N c a 0 y zN ?• C 0 N O = O (D O ?O - w ? (D y PIQ z07DD ----- 0 2 0= '2- C) =3 CD 11) -N C . T 0 a / N ° Nq? 8 0 3 q a? T T r - OO7= ? N O a) m Pi co hC (c T m -Tl °? a C ?av o 7 W C7 £ aN 0 2 > O 0 1 Qn?( ? 8 N3 O ? r 3 C,) a , 0 c n r- z 4P H m a y CD 1 CD U) 3 U) z .0 = N WILMINGTON, CAPE FEAR RIVER (MEAN LOW WATER DATUM) N D 2) l< ,D (D a a O co X o C O. _ 6) 0 1 J? L lT Z OI 1 = y gy 3\ ? S-.1 Z f 1c = ( p 2 y 07 p j C O y CD , (D Y? 3. n l< a CD m N a N N A Cn Irp O N' y Q N O S O X Oj 'D (D CL m (O 0. O S O pay m r 3 w c7 m a? '< 0 0 w o (o D c o a a m 3 r In y y V 1 D O N a y a) 3 N . O = m 0 a (D ? f (? n'- N m Q N y v , 7 N N O nO N CO ?N (D O - c N to G r (D 0 O n CD (D S r- 3 1 T a 0 3 °1 1 r f + 0 3 ? co m ? 9• 1 o O O * ( D Z!? 7 0 0 0 f C) O a3 0 CD 0 °' v ° 0 m 1 v N N c -y. ro r 1 c D a `? II N ° O_ D a co fO r Cn? O t m Z oo G) X G oo y N O. o 1 0 v N c0 3 a o co C I I ( D -+ N y O N 2 0 y = O `.G D 1 0 m d N -< r N ?• N .a O Q a o c } C 1c o : ?. o . Q O o 1° (n cn r• Im 3- - C CD' (J LS Q i ? o e ?E 1 -- o 8Z 6Z F L Z p I o 9Z r bZ Z . Zz £z ? O OZ `Z OO r, 81. 64 O L ? 9 9 f`P°a N\ LL 1A P 9 e ?` OL s El e ZL 1 5? bL o 1 0 u 1 aan. ?°?? a?eM 1 1 ? 1 1 eM ?l ?P°Q?a? M P` 1 • v,? 1 ` J £IY GI u?P?M 1 ? oay d tee '- ?a 113 9 c E z'Q m a z t 1 0k J ?boay W`atr - m ?? Mate o a m a? 1 1 a ID = i 11??atatbo ? ? a 3 w 13 G O Ri?ec 1 0 rvns?ick p o It B O V N E 15 16 ? H 13 14 ° p •? 12 o N w•. y y (C 1 10 11 O 6 OO 18 17 c Q> ca dy ??dtr 1 20 19 3 Q a Q U U 1l??ate?bo OO J 24 23 21 - a o 0 a \4\ m O 26 3p go N 30 29 28 27 v m o o o 0 0 Z S a v m ?. p r 7 ?N?4 w D ICO O)lp z CN O? +'1 O c•c m q - N -m J LO 'O co c« N O z vr0z o ` p 2 7 U C; C L c°° 6 N U LO V A l0 N z `> ° c m UI c m as w @? m Uo G NI w Rt o r co c`a o o -o c L 0 0) co 0- Q d o L) C7 v T _ / :- (x O Z_ At F 3 N N LLI N C > 0 2 `)r 1 d N w R' =3 ;E N a a (13 O ISO p O 0 Z m c (D to ci U)) 3 N E? C (n ? J c ca N O = •- W ? C: b 's x C7 xoo Q ?Z ZO ?? °o ` 1 J N m Z L ._ -q a) p ry II ` - Q U Q m a o u V 1 0 LJ o? m Q.- CO (D 1 Z LL Q a)a o °° N? >oE m .x Q C c aC) 3 U W H w o 0 om aZ o0 1 •Z HW ?.3.c u) d a) v o m E a) 3 a 1 Z a CJ o f6 a' C 0) 0 N Z C f0 C E O C N O U') C O U O t0 V' Z- N N m J Q J g Z rn a s o u,w ?? m 0 m 0 1 )'' W r J W ) E 2 2 y J N 1 W (n E Q- M CD a >a ?" Cy d Ln? ° o ? o m 0 W N C (1) =O (0 O 0 m C 0 La 3 E m 0 0 C O (D (MD CO U C f6 y y03: 0¢ -ow 1 .9- >, o 'O = L )p N •0Y m O - dm C U N C Q N O ,D C m y fU O L'0 O v m 0. >1 0 L Lo e0. N 0 C m E w O 3. o J: m N N U 3a0 cn n? N 0 L x0 `mom o rorn a E co 1 cn V 'X w -. N...L ' 0 T t Q C N C IO _ pp 7Q pcLa) m m I M a)? Z?-? y i y 1 s Y rn, 1 r W N • 1 In ? a a?\ I (n J o O o ?'C O $ M Q U 1 O U LL v M N tp Q) I V Z N V 0 ?LL g n WfllVO 1131VM MOl NV3W) 21311H iJV3J 3dV7 'NOIDNIWIVA ° 0 N O Z ? 06 3 0 Q E o i (/? 0 E (j 76 z 'O m z ° F Q 31 Z J m a) Q L) = :3 0 0 m a N a : ry a ° y o i y Y '0 M 0 N Qry 8 (? .E n 2! 3 p 0 Z I ° X? o m 1 o = U M W m N am O U O I 1 rv Q Lco 3° \ J t c LL N N'0 U •_ 1 m 2 WO 2m0 . O m (6 ' J T [? t ? U w ° Ob Z v o Z 0 ° aN w E S N U o C C,0 LL 2m to y? J N U 0 0 H° •_ t6 0 C 0 U O N C O ?.N • 1 Q Q m z ?.o D ° X U) z m ". CD n ° c CL =3 (OD U) COD 0 =t 0, O >d CD > > ?Eo oC)x0 /V o ID - qp 83 D m ° m < a? m n nT?- 0 61 N 0 o I p tp = 1 A n a N ' 7 tD - n o to 0?.? ad D m I a o m c W C-) M 1 a d 0 o > n I c Qax g '?° Na in G) 00 0 0 o D yr Z - m g R I (D 1 ° ° m n Z U) (D l? N o N N c =_ C) C y V' WILMINGTON. CAPE FEAR RIVER (MEAN LOW WATER DATUM) U ?' y 0 T CD C) o O p m ? ?. l a 1 0 / 0 N 1 1 1 ?G f f y T 1 O - a 0 O CD G S- Z 3. IO_ N 1 M) < 91 j v! fD N a CD m N 3 00 w C? a s a 0 (a 0. 0 - CD o?? va 1 3,z ? w W 0 N a ;a M CD CL 'n -0 c m w o m m nm 3 ?. N o Z ?Z o m .1 a N ai f o- o ;0 D W caw o om Woo Z `? O N ?L 1 v nT °c A 0 v r o O S. M E° tog 3 w ZS c?'rn oo :3 0 3 ? ID-(n 1 r p jp- D n m 3.? a3 fDOD o ?Z y• 1 0 ?v a a 3 w (o m a 3y Q0 3 m oT o rn ate ?m 1 o y n 3' m a3 ? m Zz 1 ohm ° M. =r v, :3 r 0 O w °1 m o m CD o co K _ O m 0) m a ,-0 0 G) r m n o CL ' N A m 0 0 0(D S D r cn a iv 0 a ?O 0 r?? q yAO nw ?r 0 °- N) wx < a z a -3. 0 aCD ° -3 K ? o o (D 0 O ? f o x X 1 ?• n CD tO ?; C m m Z CD (D m x 3 0 0 N -+ 0 0 0 m 3ID g a g Sao N r N m CD 1W Q IN p x e -o o m _ p co 0 0 s' p p a m >> o Q (1 p -, m 3 0 ,CD 0 a (p 3 (D N?? CD f m ;'03 c " 1? 16 `qz v tin ?' Am s O 6 D ? Dl fD ^ o b m x O ?n (D ?. 5 o A p -< N r.U1i4NN .z.1 CL m .1 N o bp?jN? L1 O N 0 -• 1 O o O o N N O' z Cr (D .+ 3 ° 1 o w b .? W N fU Q : 0 7 (D m Ln o CD 3 a N ° (D -0 0 N < a 0 ° O ?poq?aZaM ?I -0. ID ? z 1 5 N (D a- C O ??p1M .. 0 ?. N• fJ o 0 0 N = o O = y ((DD 7 .i 1 o O C 3.mac') A 1 W 2.60 w N o ° N ? 3 F a 'I o O N (D N U) 0 ° O CL cc) so O' = N Y?v ° O Q 1 00 = 3 po?a?e 1 '°?° -? d O° Q m O o y o ° 1 r 1 O O ? `M Npoq?a?e .a 1 ° w z - 1 DZ 3 =3 91 u?p`M A 1