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HomeMy WebLinkAbout20052230 Ver 2_CAMA Application_20140312NCDENR North Carolina Department of Environment and Natur( Division of Coastal Management Pat McCrory Braxton C Davis Governor Director March 11, 2014 MEMORANDUM TO Karen Higgins 401 Oversight DEMLR - Surface Water Protection o S - a., a_30 Resources John E Skvarla, III Secretary FROM Jonathan Howell, NC DENR -DCM Assistant Mayor Permits Coordinator 400 Commerce Ave, Morehead City, NC 28557 (Courier 11- 12 -09) SUBJECT CAMA Mayor Permit Application Review Applicant: Palm Cove POA 11 -06 MM c% Bert Exum Project Location: Canal Dr & Main St, adjacent to Tubbs Inlet and the Atlantic Ocean, in Sunset Beach, Brunswick County Proposed Project: construction of a 9 -slip community docking facility Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by April 3, 2014. If you have any questions regarding the proposed project, contact Holley Snider at (910) 796 -7270, when appropriate, in -depth comments with supporting data is requested REPLY: SIGNED 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 DATE 127 Cardinal Drive Ext , Wilmington, NC 28405 Phone 910- 796 -72151 FAX 910 - 395 -3964 Internet www nccoastalmanagement net An Equal Opportunity \ Affirmative Action Employer @6pOM8 MAR 2=1 2014 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT I. APPLICANT'S NAME: Palm Cove, POA, Inc C/o Bert Exum 2. LOCATION OF PROJECT SITE: Palm Cove Subdivision at the intersection of Canal Dr and Main St adjacent to Tubbs Inlet and the Atlantic Ocean, in Sunset Beach, Brunswick Co Photo Index — 2006 1 -6152 0,13-5 2000 1 -5 P -5 1998 1 -11, Q -S, 8 -11 State Plane Coordinates - X: 2156060 Y: 45214 Rover File: V- 102510A (2006) 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 02/11/14, 3/4/14 Was Applicant Present — No, No S. PROCESSING PROCEDURE: Application Received — Completed 02/26/14 Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan - Town of Sunset Beach Land Classification From LUP - Developed /Vacant (B) AEC(s) Involved: ES, OH, IH (C) Water Dependent: Yes (D) Intended Use: Private Community (E) Wastewater Treatment: Existing - None Planned - Individual Septic Systems (F) Type of Structures: Existing —Asphalt road and utilities Planned - 9 -slip community docking facility (G) Estimated Rate of Erosion: 2 ft per year Source — 2011 LTAASCR Update 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands Coastal (B) Non - Vegetated Wetlands 3,172 sq ft Open Water Incorporated (C) Other Highground (D) Total Area Disturbed: 3,172 sq ft (0 07 acres) (E) Primary Nursery Area: No (F) Water Classification: SA -SB Open. Tubbs Inlet (yes) 8. PROJECT SUMMARY: The applicant is proposing to modify CAMA Mayor Permit #11 -06 and construct a private nine (9) slip community docking facility adjacent to Tubbs Inlet Palm Cove, POA, Inc., C/o Bert Exum Page Two 9. PROJECT DESCRIPTION The applicant's property is located at the far eastern end of Sunset Beach in Brunswick County The property is located at the intersection of Canal Drive and Main Street, along the Main Street Extension Directions from the Sunset Beach bridge are as follows turn left at the stop sign after crossing the bridge and causeway onto Main Street, follow Main Street until it dead ends, turn right onto Main Street extension The project site is located on a peninsula of land bordered by the waters of Tubbs Inlet to the north, and the Atlantic Ocean to the south The property is 12 67 acres in size and is vegetated with typical ocean front vegetation along both the northern and southern side, consisting of Sea Oats (Uniola paniculata), American Beachgrass (Ammophila breviligulata), Seashore Elder (Iva imbncate), Curly Leaf Yucca (Yucca filamentosa) and Prickly Pear Cactus (Opuntia spp.) The average elevation of the tract ranges from 6 -12 feet above mean sea level. The property is a gated subdivision with an access road, electrical utilities and water services provided to the ten vacant lots Each lot within the subdivision is platted from the MHW boundary of the Atlantic Ocean to the MHW boundary of Tubbs Inlet The access road and utilities are located in the north central section of the property, outside of the 120 feet Ocean Hazard large structure setback, but well within the Ocean Hazard Area of Environmental Concern (AEC) CAMA Mayor Permit #11 -06 was issued on January 18, 2006 and authorized the subdivision, roadway and utility improvements The permit was modified on February 5, 2007 to include sand fencing This permit was due to expire on December 31, 2009 However, the permit was subject to extension by the Session Law 2009 -406, and as amended by Session Law 2010 -177, the Permit Extension Act The mayor permit was renewed on January 9, 2014 and is now due to expire on December 31, 2015 The Town of Sunset Beach has issued minor development permits to Brunswick Land Holdings, LLC for the construction of single family residences on Lot 2 and Lot 3, although construction has not been initiated Currently, there is one private docking facility constructed adjacent to Lot 1 This structure was authorized by CAMA general permit # 38948 issued to Dean Belk on July, 26, 2005 and authorized a private two (2) slip docking facility in accordance with 15A NCAC 07H.1200 The property has approximately 950 linear feet of shoreline bordering Tubbs Inlet and approximately 700 linear feet bordering the Atlantic Ocean No coastal wetland vegetation is present along the shoreline and an erosion escarpment is present along the entire northern shoreline adjacent to Tubbs Inlet, i e the location of the proposed pier The erosion scarp along the northern shoreline varies in height and ranges from three to six feet An on -site investigation and comparison of the submitted work plan drawings from this submission and the approved work plan drawings for Permit #11 -06 reveal that the shoreline near the shared property boundary of Lot 2 and Lot 3 has eroded approximately 40 feet in the last ten years The long -term average annual erosion rate in the vicinity of the property is 2 0 feet per year The 100 -year storm recession line for this area of Sunset Beach is 320 feet creating a total Ocean Erodible Area (OEA) of 440 feet The waters of Tubbs Inlet are classified as SA HQW by the North Carolina Division of Water Quality and are open to the harvest of shellfish and the waters of the Atlantic Ocean are classified as SB This area of Tubbs Inlet is NOT designated as Primary Nursery Area. The entire property lies within the limits of the Inlet Hazard Area (as designated by the North Carolina Coastal Resources Commission) Palm Cove, POA, Inc., C/o Bert Exum Page Three 10. PROPOSED PROJECT The applicant is proposing to modify CAMA Mayor Permit #11 -06 and construct a private nine (9) slip community docking facility The applicant is proposing to establish a ten feet wide easement and community area for access to the proposed boating facility along the shared property boundary between Lot 2 and Lot 3 Lot 2 has approximately 132 linear feet of frontage along Tubbs Inlet and Lot 3 has approximately 105 linear feet of shoreline along Tubbs Inlet The proposed community docking facility would originate from the high ground of the shared lot line and would extend approximately 15 feet water ward of the Mean High Water boundary (MHW) The access pier would terminate at a proposed gazebo measuring approximately 20 feet wide by 20 feet long The gazebo would be connected via an access ramp, to a proposed main spine floating dock The proposed main spine floating dock would measure approximately 6 feet in width and 135 feet in length The applicant is proposing to install six (6) finger piers each measuring approximately 4 feet in width and 24 feet in length adjacent to the main spine The finger piers would be oriented perpendicular to the proposed main spine floating dock and would define the nine (9) slips (see sheet 2 of 2) As proposed, each slip would be equipped with a boatlift measuring approximately 12 feet in width by 12 feet in length The width of Tubbs inlet in the location of the proposed docking facility is approximately 766 feet as measured from the erosion scarp on the near shore side and the edge of coastal wetland vegetation on the opposite shoreline As proposed, the docking facility would extend approximately 90 feet into a water body that measures approximately 766 feet in width The applicant has sited the proposed docking facility the conform to the established pier head line of the adjacent docking facility and would not extend into the channel portion of the water body, which is located along the -4 feet MLW contour Water depths in the location of the docking facility average -2 5 feet at MLW The proposed docking facility would provide mooring for nine (9) vessels and would serve the residents of the private community 11. ANTICIPATED IMPACTS: As proposed the docking facility would extend approximately 90 feet into a water body that measures approximately 766 feet in width The proposed docking facility would not extend into the channel portion of the water body and would be located along the -4 feet water depth contour of Tubbs Inlet The proposed docking facility would incorporate approximately 4,660 square feet of Public Trust Area and Estuarine Waters Areas of Environmental Concern The proposed docking facility would result in the shading of approximately 1,876 square feet of Public Trust Area and Estuarine Waters Areas of Environmental Concern As proposed, the docking facility would not exceed the % of the width of the water body limitation, not exceed the established pier head line, nor encroach into the channel portion of the water body The proposed docking facility would not encroach into either 15 foot adjacent riparian property owner setback As proposed the docking facility would provide mooring for nine (9) vessels; however, it appears that an additional two (2) vessels could be moored on the sides of the outboard finger piers AS proposed the docking facility would be located approximately 101 feet from the adjacent docking facility to the west Minor increases in turbidity can be expected during construction Submitted by- Holley A Snider Date March 7, 2014 Office Wilmington CAMA Major Permit Modification Design Narrative Subject: Palm Cove Sunset Beach Brunswick County, North Carolina Date: February 26, 2014 Prepared by Cape Fear Engineering, Inc. 151 Poole Road, Suite 100 Belville, North Carolina 28451 (910) 383 -1044 RECEIVED DCM WILMINGTON, NC Existing Conditions Palm Cove is an existing 1 Not subdivision located at the east end of Sunset Beach, NC and bordered to the north by Jink's Creek and to the south by the Atlantic Ocean. These lot sizes are listed in the table below: Lot Size (Acres) 1 1.33 2 1 38 3 1.29 4 1 22 5 1 19 6 1.15 7 1.11 8 1.23 9 1.35 10 1 42 An existing CAMA Mayor Permit #11 -06 was initially approved 1/18/2006 for the subdivision, roadway and utility improvements, and then modified on 2/5/07 to include sand fence. This permit was recently extended and expires 12/31/2015. A copy of the CAMA Mayor Permit is included in Appendix A. Jink's Creek is located in the Lumber River Basin and designated as SA -HQW waters by NCDENR with a stream index #15 -25 -9 The subdivision is not built out with homes yet due to the down turn in the residential development economy Lot #1 has an existing boat dock and pier All roads and utilities are installed Stormwater Permit #SW8 051025 was approved for Palm Cove on December 16, 2005 Because of the low density classification and the substantially high infiltration rates of the sand there are no permitted BMP's required. A copy of the approved Stormwater Permit is included in Appendix B A Water Distribution Permit and Authorization to Construct ( #DEH- 0501612) were issued for Palm Cove on 10/11/2005 CAMA Minor Permits for Lot 2 (SB- 09 -02) and Lot 3 (SB- 09 -03) were issued to Brusnwick Land Holdings, LLC on 4/13/2009 Proposed Project Palm Cove POA, Inc is proposing the addition of community amenities to the Palm Cove subdivision (see vicinity map in Appendix C) including a wooden RECEIVED access walkway, gazebo and floating dock and pier with 9 boat slips. ADCM WILMINGTON, NC modification to the existing CAMA Mayor permit is proposed and DCM form MP -1 is attached in Appendix D A 10' wide access easement is proposed, centered on the lot line between Lot #2 and Lot #3 A wooden walkway is proposed along the easement from the roadway and terminating at the mean high water (MHW) line. From the MHW line a 6' wooden dock ends in a 20'x 20' gazebo The gazebo will be constructed on wood pilings at the approximate MLW line A ramp will connect the gazebo to the proposed floating dock The dock system consists of a floating dock spine located along the lot line between Lot #2 and Lot #3 which extends perpendicular from the shore attached to a floating dock spine which extends parallel to the shore (forming a "tee ") to the 1/4-width of the waterbody limit. The nine slips are located on the north side of the parallel dock spine accessed by floating finger docks A hydrographic surrey was completed in October, 2013 by Cape Fear Engineering, Inc. The proposed site plan and section details are included in Appendix E In addition, boat lifts are proposed to prevent boats from sitting on the intertidal mud flat during portions of the tidal cycle Water depths inside the slips would be between -3' MLW and -4' MLW Navigation should not be affected by the boat slips as the dock and piers are within the 1/4-width of the waterbody limit. The dock length meets 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. DCM form MP -4 is attached (Appendix D) Other backup documentation is attached. Appendix F — Agent Authorization Form Appendix G — Deeds and Supporting Material Appendix H — Easement Exhibits Appendix I — AEC Ocean Hazard Forms Appendix J - Letters to Adjoiners and Certified Mail Receipts DCM RECEIVED ON, NC IN NFLI APPLICATION for Major Development Permit (last revised 12127/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant Landowner Information m Business Name Project Name (if applicable) Palm Cove Poa, Inc Palm Cove Applicant 1 First Name MI Last Name Maria Bert Jones Exum Agent/ Contractor 2 First Name MI Applicant 2 First Name MI Last Name PO Box If additional applicants, please attach an additional pages) with names listed State 151 Poole Road, Suite 100 Mailing Address PO Box City NC State 1967 Wilmington NC ZIP Country Phone No ext FAX No 28403 USA 910 - 392 - 9325 ext 910 383 1045 910 - 392 - 9327 Street Address (if different from above) City State ZIP 503 OLDE WATERFORD WAY, SUITE 200 Leland NC 28451 - Email mans (ones@capefearengineering corn bertexum@aol corn 2. _ AgentContractor- Information m Business Name Cape Fear Engineering, Inc Agent/ Contractor 1 First Name MI Last Name Maria Jones Agent/ Contractor 2 First Name MI Last Name Mailing Address PO Box City State 151 Poole Road, Suite 100 Belvdle NC ZIP Phone No 1 Phone No 2 28451 910 - 383 - 1044 ext 134 ext FAX No Contractor # 910 383 1045 Street Address (d different from above) City State ZIP Email mans (ones@capefearengineering corn R EC E I C ( WILMINGTON, NC <Form continues on back> FEB 9 fj 2014 ®- 888-4RCDAS7 , www r ecoastalman,agemant_ne" Form DCM MP -1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd # Brunswick Intersection of Canal Dr and Main St 2 67 Acres for Lots 2 & 3, 12 47 Acres for total subdivision Subdivision Name City State Zip Palm Cove Sunset Beach NC 28468- Phone No Lot No (s) (if many, attach additional page with list) - - ext 2, 3, , , a In which NC river basin is the project located? b Name of body of water nearest to proposed project Lumber Jink's Creek c Is the water body identified in (b) above, natural or manmade? d Name the closest major water body to the proposed project site ®Natural ❑Manmade ❑Unknown Atlantic Ocean e Is proposed work within city limits or planning jurisdiction? f If applicable, list the planning jurisdiction or city limit the proposed ®Yes []No work falls within Sunset Beach, NC 4. Site Description a Total length of shoreline on the tract (ft ) b Size of entire tract (sq ft ) 237' fronting Lots 2 & 3 2 67 Acres for Lots 2 & 3, 12 47 Acres for total subdivision c Size of individual lot(s) d Approximate elevation of tract above NHW (normal high water) or Lot 2 = 1 38 ac, Lot 3 = 129 ac, NWL (normal water level) (If many lot sizes, please attach additional page with a list) 6 0 -12 5 ft ❑NHW or ❑NWL e Vegetation on tract Natural vegetation f Man -made features and uses now on tract Paved roadway and water line g Identify and describe the existing land uses adjacent to the proposed project site Residential h How does local government zone the tract? i Is the proposed project consistent with the applicable zoning? CO -R -6000 (Attach zoning compliance certificate, if applicable) ®Yes ❑No ❑NA j Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No k Has a professional archaeological assessment been done for the tract? If yes, attach a copy []Yes ®No ❑NA If yes, by whom? I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA National Register listed or eligible property? RECEIVED DCM WILMINGTON, NC <Form continues on next page> FEB 2 0 2014 252 -808 -2808 :: 1- 888 -4RC ®AST :: www.nccoastalmanagement.net Form DCM MP -1 (Page 3 of 4) APPLICATION for Major Development Permit m (i) Are there wetlands on the site? ❑Yes ®No (u) Are there coastal wetlands on the site? []Yes ®No (iii) If yes to either (i) or (u) above, has a delineation been conducted? ❑Yes []No (Attach documentation, if available) n Describe existing wastewater treatment facilities None Septic approved for lots o Describe existing drinking water supply source Municipal system p Describe existing storm water management or treatment systems This is a permitted low density project No stormwater devices will be needed Stormwater is discharged via surface runoff to infiltrate into existing sandy soils _& Activides and Impacts a Will the project be for commercial, public, or private use2 ❑Commercial ❑Public /Government ®Private /Community b Give a brief description of purpose, use, and daily operations of the project when complete The purpose of this modification is to provide an access walkway with gazebo to a community boat dock with nine individual boat slips with boat lifts for lot owners Lot owners would 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 Addition of a 10'x 190' wooden walkway from the existing roadway to a 15'x15' gazebo leading to a multi -slip floating boat dock e Are the proposed activities maintenance of an existing project, new work, or both? New Work f What is the approximate total disturbed land area resulting from the proposed project? 3800 ®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 discharge 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? ❑Yes ❑No ®NA I Is there any mitigation proposed? []Yes ❑No ®NA RECElyVE! If yes, attach a mitigation proposal V I FV-1-LjVTTFq5 ifR NC <Form continues on back> FEB 2 P 2014 252 -808 -2808 .. 1- 888- 4RCOAST .. www.necoastaimanagament.net Form DCM MP -1 (Page 4 of 4) APPLICATION fos Major Development Permit 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) — (t) are always applicable to any ma /or 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 Thunder Road, LLC Phone No Address 1951 Clark Ave, Raleigh, NC 27605 Name Long Leaf Pine LLC Phone No Address 503 Olde Waterford Way, Suite 200, Leland, NC 28451 Name Brunswick Land Holding, LLC Phone No Address 503 Olde Waterford Way, Suite 200, Leland, NC 28451 g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates CAMA Major Permit #11 -06, Palm Cove POA, 2/5/07 Water Distribution Permit #DEH- 0501612, Public Works Director, Sunset Beach, NC, 10/11/05 Stormwater Permit SW8 051025, Palm Cove POA, 12/16/05 CAMA Minor Permits SB -09 -02 (Lot 2) & SB -09 -03 (Lot 3), Brunswick Land Holdings, LLC, 4/13/09 h Signed consultant or agent authorization form, if applicable i Wetland delineation, if necessary I 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 1 7. Certification and Pennission 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 Date February 19, 2014 Print Name Bert Exum Signature EGA c---, Please indicate application attachments pertaining to your proposed project ❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts RECEIVED ®DCM MP -3 Upland Development ®DCM MP -4 Structures Information �'� WILMINGTON, NC f-L-a202014 252- 808 -2808 .. 1- 888- 4RCOAST .. www.nccoastalmanagement.net 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 This section not applicable a (i) Is the docking facility /marina b (i) Will the facility be open to the general public? ❑Commercial ❑Public /Government ®Private /Community []Yes ®No c (i) Dock(s) and /or pier(s) d (i) Are Finger Piers mcluded9 ®Yes ❑No (u) Number 2 If yes (iii) Length 157' floating. 22' fixed (��) Number 6 (iv) Width 6' (w) Length 24' (v) Floating ®Yes ®No (iv) Width 4 5' (v) Floating ®Yes []No e (i) Are Platforms included? ®Yes ❑No f (i) Are Boatlifts included? ®Yes ❑No If yes If yes (u) Number 1 (u) Number 9 (iii) Length 20' (m) Length 12' (w) Width 20' (m) Width 12' (v) Floating ❑Yes ®No Note Roofed areas are calculated from drnplme dimensions g (i) Number of slips proposed h Check all the types of services to be provided 9 ❑ Full service, including travel lift and /or rail, repair or (n) Number of slips existing maintenance service ❑ Dockage, fuel, and marine supplies 0 ® Dockage ( "wet slips ") only, number of slips 9 ❑ Dry storage, number of boats ❑ Boat ramp(s), number of boat ramps ❑ Other, please describe i Check the proposed type of siting f Describe the typical boats to be served (e g , open runabout, ❑ Land cut and access channel charter boats, sad boats, mixed types) []Open water, dredging for basin and /or channel Open runabout ®Open water, no dredging required []Other, please describe k Typical boat length 20' -30' 1 (1) Will the facility be open to the general public? ❑Yes ®No m (i) Will the facility have tie pilings RECEIVED ❑Yes ®No DCM WILMINGTON, NC (n) If yes number of tie pilings? N/A r-'--CB 2 6 71-11114 252 - 808 -2808 :: 1- 888- 4RCOAST :: www.ncco2st3UM2nagement.net revised- 12/27/06 II=®rm ®CM MP -4 (Structures, Page 2 of 4) 2. DOCKING FACIUMMARINA OPERATIONS ®This section not applicable a Check each of the following sanitary facilities that will be included in the proposed protect ❑ Office Toilets ❑ Toilets for patrons, Number , Location ❑ Showers ❑ Boatholdmg tank pumpout, Give type and location 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" rule enforced by POA d How will overboard discharge of sewage from boats be controlled Through "No overboard discharge" rule enforced by POA e (i) Give the location and number of "No Sewage Discharge" signs proposed None proposed Policies enforced through POA (n) Give the location and number of " Pumpout Available" signs proposed None Pumpout is not available 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 I 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 If this project is an expansion of an existing marina, what types of services are currently provided? N/A ocrcnicn DGM WILMINGTON, NC ccB - 6 Z04 252 - 808 -2808 .: 1- 888 -4RC ®AST :: www.nccoastaimanagement.net revised: 12/27/06 Forge DCM MP-4 (Structures, Page 3 of 4) 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 OWL ®None 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 (u) Number (m) Length (iv) Width Note Roofed areas are calculated from dnpline dimensions 4. GROIN (e g, wood, sheetp►le, etc. If a rock groin, use MP- 12,, Ezcavabon and Fill) ® This section not applicable a (i) Number (u) Length (w) Width 5. BREAKWATER (e g., wood, sheetpde, 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 ®This section not applicable a Is the structure(s) ❑Commercial ❑Public /Government ❑Private /Community c Distance to be placed beyond shoreline Note This should be measured from marsh edge, if present e Arc of the swing 7. GENERAL b Number d Description of buoy (color, inscription, size, anchor, etc ) RECEIVED DCM WILMINGTON, NC IFFi 2 6 X014 252- 808 -2808 :: 1- 888- 4RC®AST -- www.nccoastaimanagement.net revised. 92/27/06 Form DCM MP-4 (Structures, P29e 4 of 4) a Proximity of structure(s) to adjacent riparian property lines 31 08' Note For buoy or mooring piling, use arc of swing including length of vessel c Width of water body 766 1' e (i) Will navigational aids be required as a result of the project'? ❑Yes ®No ❑NA (u) If yes, explain what type and how they will be implemented b Proximity of structure(s) to adjacent docking facilities 98 18' d Water depth at waterward end of structure at NLW or NWL Between -3'& -4' NLW 8. OTHER [:1 This section not applicable a Give complete description February 26, 2014 - Date Palm Cove, Project Name Palm Cove POA, Inc Applicant Name " Bert Exum Applicant Signature �fi RECEIVED DCM WILMINGTON, NC 252- 808 -2808 :: 1- 888- 4RCOAST :• www.nccoastalmanagement.net revised: 12/27/06 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 Please include all supplemental information GENERAL UPLAND DEVELOPMENT a Type and number of buildings, facilities, units or structures proposed 10' x 190' Wooden access walkway from the roadway to a 15'x 15' gazebo that leads to the dock and pier system c Density (give the number of residential units and the units per acre) N/A 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 (i) If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? []Yes ❑No ®NA (ii) If yes, list the date submitted g Give the percentage of the tract within the coastal shoreline AEC to be covered by impervious and /or built -upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking 0% i Give the percentage of the entire tract to be covered by impervious and /or built -upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking 15 8% per NCDENR Stormwater permit #SW8 051025 I Describe proposed method of sewage disposal Onsite Septic I Describe location and type of proposed discharges to waters of the state (e g , surface runoff, sanitary wastewater, industrial/ commercial effluent, "wash down" and residential discharges) Surface runoff - Incidental runoff from proposed residential type Improvements b Number of lots or parcels N/A - existing parcels on record d Size of area to be graded, filled, or disturbed including roads, ditches, etc 3800 SF f List the materials (such as marl, paver stone, asphalt, or concrete) to be used for impervious surfaces Cedar Shakes on Gazebo roof Projects that require a CAMA Major Development Permit may also require a Stormwater Certification (i) Has a site development plan been submitted to the Division of Water Quality for review? ®Yes ❑No ❑NA (ii) If yes, list the date submitted _2005 see attached Stormwater Permit SW8 051025 k Have the facilities described in Item (i) received state or local approval? ®Yes ❑No ❑NA If yes, attach appropriate documentation m Does the proposed project include an innovative stormwater design? ❑Yes ®No ❑NA If yes, attach appropriate documentation DCM WILM N�GTOR NC t i f JA 252- 808 -28082 : 1- 888- 4RCOAST .: www.nccoastaiman2- gement.net revised: 12/26/06 Form 0CM MP -3 !=p : ;7n Deve0opment, Page 2 of r m Describe proposed drinking water supply source (e g , well, community, public system, etc) Lots will be served by municipal water o When was the lot(s) platted and recorded? November, 2004 January 23, 2014 Date Palm Cove Project Name Palm Cove -POA, Inc Applicant Name, Applicant Signature n (i) Will water be impounded? ❑Yes ®No ❑NA (u) If yes, how many acres? p If proposed development is a subdivision, will additional utilities be installed for this upland development? ❑Yes ❑No ®NA RECEIVER CGM WILMINGTON, NC 252- 808 -2808 :: 1- 888 -4F COAST :: www.nccoastaimanagement.net revised: 12/26/06 PPANV W 4 - SLIP CAXI MIJNITY OAATQia Fi CALMY GM MAP �Lww BEACH HORTI'i 6111, .,, �I. �� 11, �L I'i�'. ;lii N NAD ENGINEERING 151 Poole Rd,Suite 100, BeMile, NC, 28451 TEL (910) 383 -1044, FAX (910) 383 -1045 -- pefearengineenng cam NC LICENSE # C -1821 C GRID 83 (2007) Dote Sheol No Scale LUN 4 WN Cn.awa Protect No. oL±_ y ^� 'ry b7 a-n .�• �Y J '� ae �y',i «y b�'L„t,�tt Kl � .I �'� .� �'��� k,a{�F it �' %xw>>r >rwY� Pfi0IaOm 4 — SLIP COMA M17Y OAAATING FACILITY VICINITY MAP 3UNWr WACH NOM C/ROUNA J � II +�r N C GRID NAD 83 (2007) 1000' 0 1000' 2000' SCALE. 1"=1000' CAPE FEAR ENGINEERING 151 Poole Rd,Sulie 100, Belv(lle, NC, 28451 TEL (910) 383 -1044, FAX (910) 383 -1045 www capefearengineedng cam NC LICENSE #C -1621 Data 01/13/14 Sheet No Seale Drawn LMN re.owd Roject No 875—OJ DL 4 "FOR ILLUSTRATIVE PURPOSES ONLY" AGREE TO PROVIDE THE EASEMENT AS SHOWN ACROSS LOT 3 FOR ACCESS FOR THE COMMUNITY AREA FOR ACCESS TO THE BOATING FACILITY EXHIBIT MAP FOR PALM COVE BRUNSWICK LAND HOLDINGS, LLC DATE \ MC \ 57 29� \o \ O s F 41 tis\ R2� 39A \40 O \ flR, 9oF \ \ RECEI DCM WILMINGTOI ?014 THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS 0 100 200 300 SCALE 1" = 100' JINK'S CREEK �I CAPE FEAR ENGINEERING 151 Poole Rd,Suite 100, Belvdle, NC, 28451 TEL (910) 383 -1044, FAX (910) 383 -1045 www capefearengineenng com NC LICENSE # C -1621 P \675 \675 -03 \DWG \2013 -12 -30 CAMA MAJOR WITH MARINA \675 -03 CAMA MAJOR WITH 9 -SLIP BOATING FACILITY - EASEMENT - EXHIBIT DWG CE111 MARSH LINE BY AERIAL \ Q APPROXIMATE INSET A ' \ \ — r �N WATERBODY OVERALL MARSH VIEW -- SCALE 1' =200 7 — � o. I I APPROXIMATE LIMITS OF NAVIGABLE WATERBODY CHANNEL BASED ON MLW 1/x\1 (MLW - O EL.EVATIOND L \ \ \ \ \ , 0 - _ SEE NOTE a2 FOR CONTOUR f,FO ORA' /0 RIpAR7\ y'r \ \ _ ',2_ _ — _ APPROXMATE LMITS OF NAVIGABLE SFIpN Q _ — — — \ (MLW - ODY C TIOND BASED ON MLW APPROXMATE V4 V ~O/(\ � N l \ `'3' � � _ � �� � _ _ (MLW - O ELEVATION NAVIGABLE WATERBODY \ ` - CHANNEL Wm'1H / \ _ _ \ _ � � � � _ EXISTING DOCK > \ \� \ ✓INK'SCREEK L_� _- - - - -2— ---- , - - - -- I 42 f 41q EXISTING EAST MAIN ST EXTENSION \Q \\ \ \ \ \ k '5 s _ %=D E RIPARIAN CORROQR/ \ \ _ I_ m NAVIGOABI�\I(JA CF�MB STYPJ / BASED ON MLW N 1 19 Ac 1 15 AC =3� _ _ = RECEIVED \ \ \ <9yp \EASEMENT �\ \ °ES N/F 111 AC _ — — _ _ _ _ — � DCM WILMINGTON, BRUNSWICK LAND THUNDER ROAD, �\ LLC DB 21 1 PG 610 \ \ 39A \ Q.O \ 40q \ 4 j PB 36, PG 435 \ \ \ \ \ PROPOSE) — \ DOCK/PLATFORIv1 AND — J �` ✓ ti / � PE32 °.� DETAL \\ GAZEBO D _ \ pp`� \(bl _� � _ _ _ \ APPROXMATE LMRS OF 1 O EPA PCp�55 `� BASED ONDMLIN AMH. —0- �, ` \ — (MLVV - O ELEVATION EXISpN 3 \\ 0• G \ \ \ ACCESS EAS" 1 38 AC HOLDINGS, LLC DB 2142, PG 214 N/F 1 23 AC /-' L — 7H — MH'R rE` B[� 2 36, PG 435 LONG LEAF ^ 1 35 AC t ? 'J /ya 9 t} PINE, LLC 1 42 AC SUNSET ISLE OES DB 2142, PG 216 APPROXIMATE LJMITS OF MHW PB 36, HOME PG 435 S, LLC N/F PER 01 -22-14 SURVEY DES PB 36, 1, PG 4357 BOBBY W HARRELSON N/F DB 2216, PG 802 EXUM FAMILY, LLC PB 36, PG 435 DB 2142, PG 218 FLSV / TOP OF BANK. GIER DES PB 36, PG 435 OF22 -14 SLRVEY) GES N/F WILLIAM50N ODELL 4 SUNSET ISLE _ -1 BULLINGTON LADAN HOMES, LLC 60 OES (OCEAN TRUSTEES OB 3149, N C GRID 08 2614, PG 437 ERODABLE SETBACIO PG 363 PB 69, PG 22 NAD 83 (2007) PB 36, PG 435 — O 5 O 1 0 SCALE 1'= 100' O \ 0 50 100 150 New- ® - -- 6 y� A., C EAN ` ICINI MAP NOT TO SCALE BOUNDARY LINE ADJOINER LINE --- - - - - -- MAJOR CONTOUR --- - - - - -- MINOR CONTOUR ACCESS EASEMENT PROPOSED DOCK & PIER UTILITY EASEMENT MHW— MEAN HIGH WATER CENTERUNE WATERBODY RIPARIAN CORRIDOR RSV FLSV OE5 OCEAN ERODABLE SETBACK NOTES 1 TOTAL UNEAR FEET OF SHORELINE ALONG LOTS 2 &3 = 237 (AS MEASURED ALONG SURVEYED BOUNDARY) ALLOWABLE SQUARE FOOTAGE OF DOCK PER CAMA 237x27= 6399 SO FT TOTAL COMMUNITY BOATING FACILITY DOCKAGE FOOTAGE WOULD BE 2592 SO FT 2 WATER DEPTH CONTOURS ARE RELATIVE TO MLW BASED ON SURVEY BY CAPE FEAR ENGINEERING IN OCTOBER 2013 3 MEAN HIGH WATER IS DEFINED AS 495 FEET ABOVE MLW PROPERTY BOUNDARY IS AT APPROXIMATE MHW LINE 4 MLW ELEVATION 0 OD FEET = NAVD88 ELEVATION OF -185 FEET 5 CONTROL TIDE STATION SUNSET BEACH PIER STATION ID 8659897 6 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES 7 PROPERTY UNE INFORMATION SHOWN IS FROM MAP RECORDED PB 36 PG 435 NO PROPERTY SURVEY OR EASEMENT SURVEY AT THIS TIME 8 FLSV AS SHOWN IS EXISTING TOP OF BANK IEV DESCRIPTION REV BY PRELIMINARY ISSUED FOR REVIEW NOT FOR CONSTRUCTION THIS IS NOT AN ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING ONLY 'CAPE FEAR' ENGINEERING 151 Poole Rd,Sutte 100, BeMlle, NC, 28451 TEL (910) 383 -1044, FAX (910) 383 -1045 — capetea- rIglneenng Com N C LICENSE # C -1621 DRAWN 1 29 AO PROJECT NUMBER 675 -03 DESIGN N/A 1 22 AC _ BRUNSWICK LAND N/F AS SHOWN HOLDINGS, LLC 2142, PG 244 BRUNSWICK LAN HOLDINGS, LLC LONG LEAF PB 36, PG 435 DB 2142, PG 214 PB 36, PG 435 PINE, LLC DB 2142, PG 216 O O PB 36, PG 435 O HOLDINGS, LLC DB 2142, PG 214 N/F 1 23 AC /-' L — 7H — MH'R rE` B[� 2 36, PG 435 LONG LEAF ^ 1 35 AC t ? 'J /ya 9 t} PINE, LLC 1 42 AC SUNSET ISLE OES DB 2142, PG 216 APPROXIMATE LJMITS OF MHW PB 36, HOME PG 435 S, LLC N/F PER 01 -22-14 SURVEY DES PB 36, 1, PG 4357 BOBBY W HARRELSON N/F DB 2216, PG 802 EXUM FAMILY, LLC PB 36, PG 435 DB 2142, PG 218 FLSV / TOP OF BANK. GIER DES PB 36, PG 435 OF22 -14 SLRVEY) GES N/F WILLIAM50N ODELL 4 SUNSET ISLE _ -1 BULLINGTON LADAN HOMES, LLC 60 OES (OCEAN TRUSTEES OB 3149, N C GRID 08 2614, PG 437 ERODABLE SETBACIO PG 363 PB 69, PG 22 NAD 83 (2007) PB 36, PG 435 — O 5 O 1 0 SCALE 1'= 100' O \ 0 50 100 150 New- ® - -- 6 y� A., C EAN ` ICINI MAP NOT TO SCALE BOUNDARY LINE ADJOINER LINE --- - - - - -- MAJOR CONTOUR --- - - - - -- MINOR CONTOUR ACCESS EASEMENT PROPOSED DOCK & PIER UTILITY EASEMENT MHW— MEAN HIGH WATER CENTERUNE WATERBODY RIPARIAN CORRIDOR RSV FLSV OE5 OCEAN ERODABLE SETBACK NOTES 1 TOTAL UNEAR FEET OF SHORELINE ALONG LOTS 2 &3 = 237 (AS MEASURED ALONG SURVEYED BOUNDARY) ALLOWABLE SQUARE FOOTAGE OF DOCK PER CAMA 237x27= 6399 SO FT TOTAL COMMUNITY BOATING FACILITY DOCKAGE FOOTAGE WOULD BE 2592 SO FT 2 WATER DEPTH CONTOURS ARE RELATIVE TO MLW BASED ON SURVEY BY CAPE FEAR ENGINEERING IN OCTOBER 2013 3 MEAN HIGH WATER IS DEFINED AS 495 FEET ABOVE MLW PROPERTY BOUNDARY IS AT APPROXIMATE MHW LINE 4 MLW ELEVATION 0 OD FEET = NAVD88 ELEVATION OF -185 FEET 5 CONTROL TIDE STATION SUNSET BEACH PIER STATION ID 8659897 6 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES 7 PROPERTY UNE INFORMATION SHOWN IS FROM MAP RECORDED PB 36 PG 435 NO PROPERTY SURVEY OR EASEMENT SURVEY AT THIS TIME 8 FLSV AS SHOWN IS EXISTING TOP OF BANK IEV DESCRIPTION REV BY PRELIMINARY ISSUED FOR REVIEW NOT FOR CONSTRUCTION THIS IS NOT AN ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING ONLY 'CAPE FEAR' ENGINEERING 151 Poole Rd,Sutte 100, BeMlle, NC, 28451 TEL (910) 383 -1044, FAX (910) 383 -1045 — capetea- rIglneenng Com N C LICENSE # C -1621 DRAWN M TACKETf PROJECT NUMBER 675 -03 DESIGN N/A CHECK HSTOCKS SCALE AS SHOWN APPROVED M TACKETT DATE 20 FEB 2014 PROPOSW 9 - SLIP COMMUNITY BOATING FACILITY PALM COVE SUBDIVISION LOTS 2 & 3 SlNSLTT BEACH NORTH CAROLINA, F PAGECT NUYBFA T NUMBER 675 -03 I 1 OF 2 \ 1: \ � n APPROXIMATE CENTERLINE OF NAVIGABLE WATERBODY JINMS CREEK CHANNEL BASED ON MLW i i i \ \ — -4 — — — — — — — 5 ( FLOATING FINGER PIER APPROXIMATE 1/4 NAVIGABLE WATERBODY CHANNEL WIDTH 1)p 0 3 0 \ \ \ \\ 9 \ APPROXIMATE LIMITS OF \ \ NAVIGABLE WATERBODY CHANNEL BASED ON MLW (MLW = 0 ELEVATION) \ \ \ _ �3 \ \ 6' FLOATING DOCK SPINE \ 11 +50 \ \ \ \ 20•x2O' GAZEBO \ I I , M TACKETT - -- GAZEBO CHECK - - - - - - -- -- - - - - -- - - - -- - -- TOP OF FIXED PIER , - -- -- -- = 8 3 MLW - -- - -- - - - - /RAIMP- I r I MHW- -�-- i�MHW' --�' —MHW -M i MH NN HW MHW — - -MHgF� �"`-MH ALUMINUM I 24• 6• / -1 AM - -- - - - -- -- - - -- - -- - - - - - - - OAT P - -- - -- - - - - -- -- -- - - - - -- --- - - =- -- - - - - -- - - - - FLOATING SPINE- / - - - - -- - -- - - - -- - -- - - -- -- - - - - -- - - -- - - - - - - -- - - - - -- - -- -- - -- - - -- - - - i PILINGS, TYPICAL - - - - - = - - -- ------------------ ___------------- - - - - -- - - - - -- APPROXIMATE 1/4 NAVIGABLE -- ---- - - - - -- - - WATERBODY CHANNEL WIDTH / -- - ' f\ / I --- APPROXIMATE CENTERLINE OF ' NAVIGABLE WATERBODY CHANNEL - - WIDTH_OF_ ANKS _CREEK - -- -- - - - -- - - -- - - - -- -- - -- - - - - -- - -- - -- - - i ;EXISTING GRADE I I \ \ \ �6 ELEVATED \ \ \ \ 1 \ \ H \WOODEN WALKWAY \ \ o \ ,APPROXIMATE LIMITS OF MHW PER 07 -22 -14 SURVEY \ \ \ 10' ELEVATED WOODEN WALKWAY L \ 1 \ 9! .l \ \ DOCK AND PIER DETAIL 1 " =40 \ OL°S 12 +00 12 +50 13 +00 13 +50 SECTION i1 1" = 40 (HORIZ) n 1" 4 (VERT ) 14 10 - - - -- - --- - --- -- - - - -- - -- IR 0 EXISTING GRADE i , , - -- --- --- - ---- -- -- - -- i BOAT LIFT PILINGS, -- -- -- -- -- - - ' - -- -- -�- - -- - - - --TYPICAL --- — FINGER PIER, TYPICAL 4 O O OI O O 6 45 24 TYP I - -- M TACKETT - -- -- CHECK - -- - - - - -- - - --- - -- -- -- - - - - -- - 10 +00 10+50 11+00 11+50 SECTION %1 1" m 40 (HORIZ ) 1 4 (VERT ) 12 +00 AHW = 495 1 ALW = 0 14+00 14 +50 15+00 MHW = 4 95' BOAT LIFT DESIGN MAY VARY BY LOT OWNER TYPICAL BOAT LIFT DETAIL , NOT TO SCALE MLW = 0 ELEV RECEIVED DCM WILMINGTON, FEES 9, G `01A SCALE 1 = 40 0 40 80 120 REV DESCRIPTION REV BY DATE REVISIONS PRELIMINARY ISSUED FOR REVIEW NOT FOR CONSTRUCTION THIS IS NOT AN ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING ONLY ENGINEERING 151 Poole Rd ,Suite 100, Behnlle, NC, 28451 TEL (910) 383 -1044, FAX (910) 383 -1045 www copefearenglneenng com NC LICENSE # C -1621 DRAWN M TACKETT PROJECT 675 -03 NUMBER DESIGN N/A CHECK H STOCKS SCALE AS SHOWN APPROVED M TACKETT I DATE 20 FEB 2014 PROPOSED 9 - SLIP COMMUNITY BOATING FACILITY PALM COVE SUBDIVISION SECTIONS & DETAILS SLNSETBEACH NORTH CAROLNA PPQECT NUNBQI 91FET NUNBpi 675 -03 20F:2)