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HomeMy WebLinkAbout20120655 Ver 1_CAMA Permit Application_20120702.....4'J 20 1 20 6,5 5 14CDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue Braxton C Davis Dee Freeman Governor Director Secretary June 28 2012 MEMORANDUM TO Karen Higgins 401 Oversight & Express Permits Unit Division of Water Quality Surface Water Protection FROM Doug Huggett NC DENR DCM Mayor Permits Coordinator 400 Commerce Ave Morehead City NC 28557 (Courier 11- 12 -09) SUBJECT CAMA Permit Application Review Applicant Crystal Pier, LLC /Oceanic Restaurant (c /o F Smith Jr Agent) Project Location 703 S Lumina Ave adjacent to the Atlantic Ocean in the Town of Wrightsville Beach NC New Hanover Co Proposed Project Applicant proposes to restore the old public fishing pier known as Crystal Pier which includes expanding the existing pier with additional decking to allow for an expanded outdoor seating area for existing associated restaurant building Please indicate below your agency s position or viewpoint on the proposed project and return this form by July 23, 2012 If you have any questions regarding the proposed project contact Robb Mairs (910)796 -7423 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 'scribed in the attached comments SIGNED DATE JU� 400 Commerce Ave Morehead City NC 28557 3421 Phone, 252 808 2808 \ FAX 252 247 3330 Internet www nccoastal management net An Equal Opportunity \ Affirmative Action Employer One Nort DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME Crystal Pier LLC c/o Monica Watson 2 LOCATION OF PROJECT SITE 703 South Lumma Avenue adjacent to the Atlantic Ocean in the Town of Wrightsville Beach New Hanover County Photo Index — 2006 24 7413 G H 6 2000 24 306 P R, 10 1995 24 287 U W 15 State Plane Coordinates X 2363194 Y 163590 GPS FILE # O 062614A Lat/Long Coordinates Lat 34 11 36 58736N Long 77 48 17 95853 W 3 INVESTIGATION TYPE CAMA 4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 02/01/2012 02/08/2012 03/20/2012 and 06/26/2012 Was Applicant Present — Yes (agent) No (06/26/2012) 5 PROCESSING PROCEDURE Application Received — 06/20/2012 (completed) Office — Wilmington 6 SITE DESCRIPTION (A) Local Land Use Plan — Town of Wrightsville Beach Land Classification From LUP Conservation (Open Water Area) Developed (Highground) (B) AEC(s) Involved OH (C) Water Dependent Yes (D) Intended Use Public (E) Wastewater Treatment Existing — Municipal Planned — N/A (F) Type of Structures Existing — Dilapidated fishing pier restaurant building and associated asphalt and gravel parking lot Planned — Restore existing fishing pier for public access construct new deck area and widen existing pier for additional seating area for existing restaurant (G) Estimated Annual Rate of Erosion 2 per year Source — DCM Long Term Annual Erosion Rate Map 7 HABITAT DESCRIPTION [AREA] Vegetated Wetlands (B) Non Vegetated Wetlands (C) Other (Public Ocean Beach Area) 11 11 11 3 276 sq ft (D) Total Area Disturbed 3 276 sq ft (0 075 acres) (E) Primary Nursery Area No (F) Water Classification SB# Open No 8 PROJECT SUNEMARY The applicant proposes to restore the old public fishing pier known as Crystal Pier which includes expanding the existing pier with additional decking to allow for an expanded outdoor seating area for existing associated restaurant building Crystal Pier, LLC c/o Monica Watson Page 2 9 PROJECT DESCRIPTION The project site is located at 703 South Lumina Avenue adjacent to the Atlantic Ocean within the Town of Wrightsville Beach in New Hanover County To locate the property from the Wilmington Regional Office (WiRO) travel east from Eastwood Road approximately 3 miles towards Wrightsville Beach From the drawbridge continue heading east on Causeway Drive (U S Highway 76) approximately 1 mile and proceed to cross the bridge over Banks Channel Take the immediate right onto Waynick Boulevard (U S Highway 76) and travel south approximately 1 mile until you reach Nathan Avenue Turn left onto Nathan Avenue which will then terminate onto South Lumina Avenue which is located directly across the property of interest The site averages approximately 10 above mean high water (MHW) Highground vegetation consists of maintained landscaping adjacent to the existing parking areas and restaurant building The oceanfront beach area consists of dune vegetation such as American Beach Grass (Ammophila breviligulata) Bitter Panicum (Panicum amarum) Pennywort (Hydrocotyle bonariensis) Trumpet Vine (Campsis radicans) and Sea Oats (Uniola paniculata) The application states the project site is approximately 0 89 acres in size and divided into 3 lots which currently consists of asphalt and gravel parking areas utilized for an existing three story restaurant (dba The Oceanic) According to the application the existing building incorporates 10 300 heated square feet. The existing parking areas are currently located approximately 170 landward of the first line of stable natural vegetation (FLSNV) and landward of the Town of Wrightsville Beach 1939 Building Line however the existing restaurant building is currently is located seaward of the applicant s property and the Town s 1939 Building Line The existing building is partially located within the 60 small structure setback (structures <5 000 sq ft ) and essentially entirely within the 120 setback (structures >5 000 sq ft ) The applicant recently received CAMA Minor Permit No 12 17 from the Town of Wrightsville Beach to allow for construction of an accessory platform for a new walk in cooler /freezer which is authorized to be located on the northwestern portion of the building adjacent to the entrance to the kitchen This platform is designed to be structurally independent of the primary building and to date has not been constructed There is an existing associated dilapidated fishing pier which has been commonly known as Crystal Pier for decades The pier extends from the restaurant building into the Atlantic Ocean a total distance of approximately 475 m length by 20 m width (See Sheet 1 of 4) The application states that the existing pier was originally built in 1939 to a distance of 1 000 in order to overlook the wreck of a Confederate blockade runner The application also states that the pier was destroyed due to Hurricane Hazel in 1954 and rebuilt along with a hotel and apartments The applicant purchased the property in 1989 and renovated the pier house in 1990 and The Oceanic Restaurant was then opened In 1996 Hurricane Fran destroyed approximately half the pier Located on the south side of the existing building and pier is an open pathway to the public ocean beach area Currently the existing pier is barricaded approximately 140 seaward of the restaurant building due to unsafe conditions of the pier It is noted based on the survey that was provided this barricaded area is approximately 55 landward of mean high water (MH W) which prevents accessibility for the fishing component to the public The application states that the restaurant is currently utilizing approximately 100 of the safe portion of the pier for outdoor seating The application also includes a structural investigation report of the entire pier that was done in September 2011 (See Project Narrative engineering investigation report, and Sheets 1 and 2 of 4) The Wrightsville Beach Land Use Plan classifies adjacent waters as Conservation and the adjacent high ground portion of the project area as Developed The waters of the Atlantic Ocean are classified SB# by the Division of Water Quality They are NOT designated as a Primary Nursery Area by the N C Division of Marine Fisheries and they are CLOSED to the harvest of shellfish This project IS NOT within the area of Wrightsville Beach that undergoes regular beach renounshment by the US Army Corps of Engineers The Long Term Average Annual Shoreline Change Rate is 2 per year as designated by the NC Division of Coastal Management in the 1998 update Crystal Pier, LLC c/o Monica Watson Page 3 PROPOSED PROJECT The applicant proposes to restore the old public fishing pier known as Crystal Pier which includes expanding the existing pier with additional decking to allow for an expanded outdoor seating area for existing associated restaurant building The applicant proposes to widen the existing pier which is currently barricaded approximately 140 seaward of the restaurant building and being utilized by the restaurant The pier would be widened with dimensions of approximately 148 m length by 6 in width on the northern side of the pier which would be designated for additional outdoor seating area Additionally the application states that anew partially covered deck measuring approximately 30 m length by 34 in width would be constructed on the eastern side of the existing building which would tie into the pier expansion aforementioned The roof overhang over this proposed deck would measure approximately 12 in this location and would be unenclosed but would utilize temporary windscreens The application also proposes a seasonal awning with structural framing on the existing pier which measures approximately 145 in length by 20 in length from the existing building This would provide a temporary wmdscreen in order to increase the number of usable days for outdoor dining The application states that the structure would be lighted and designed to protect adjacent properties and wildlife The applicant also proposes substantial improvements to the existing old fishing pier to its current dimensions of approximately 475 in length by 20 in width along with a 148 in length by 6 in width expansion of the southern side of the existing pier which would be designated for public access to the fishing pier As proposed, the substantial improvements would be based on the recommendations in the engineering investigation report The application states that the proposed project would restore the intended public access to its use as the pre existing fishing pier The application states that the hours of operation of the public fishing pier would be the following 6 a in to12 p in 7 days a week dung the winter, 6 a in to 12 p in Monday through Friday, and 6 a in to 2 a in Friday and Saturday, during peak season of April 1 to October 31(See Project Narrative Engineering Investigation Report and Sheets 1 through 4) The application states that the outdoor seating area expansion for private use would provide the revenue source with which to fund the entire project and without this revenue source the public access as well as the associated restaurant building is in jeopardy of being lost all together The application states that there are currently 82 existing parking spaces on the property which includes two (2) handicapped spaces The application also states the provided parking must meet local regulatory requirements for the pier and restaurant building 10 ANTICIPATED IMPACTS The proposed expansion of the existing pier and decking would mcorporate approximately an additional 3 276 sq ft of Public Ocean Beach Area however the proposed partially covered deck for outdoor seating would be constructed approximately 15 to 20 landward of the FLSNV Access along the beach should not be impeded by this structure Ocean fishing piers are minimal in numbers and they provide an entertainment function not met in other ways Submitted by Robb Mairs Date 06/28/2012 Office Wilmington NC®ENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Purdue Governor James H Gregson, Director Dee Freeman Secretary AGENT AUTHORIZATION FORM Date —/" C/ 00 / 2 Name of Property Owner Applying for Permit Ge�y sTj4 c. � >�j2 f�-C Mailmg Address C1_61'QtVA evc 'Z8 q 5 / I certify that I have authorized (agent) /�'/2 ,�r2crr `�' to act on my S behalf, for the purpose of applying for and obtaining all CAMA hermits necessary to install or construct (activity) Ab- 017"Id nn at (my property located at) 7p 2 This certification is valid thru (date) A,55,G 3/ IF I -01)j-0 erty Owner Signature RECEIVED DCM WILMINGTON NG MAY 3 1 2012 -5�elelz� Date 127 Cardinal Dnve Ext Wilmington, North Carolina 28405 3845 Phone 910 796 72151 FAX 910 395 3964 1 Internet www nccoastalmanagement net An Equal opportunity 1 Affirmative Action Employer- 50% Recyded 110% Post consumer Paper WA M kv IL NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue James H Gregson Governor Director AGENT AUTHORIZATION FORM Date �- 9 -I v Name of Property Owner Applying for Permit Owners Mailing Address -Z651 8U) E P,4 /0K5- d2A A16 I-C-A,a,► P , Ak -,Z64-51 Phone Numberf%l4 ) 5 15- % rmvan Dee Freeman Secretary Name of Authorized Agent for this project p7a►1)1 Si-o /rw Agent s Mailing Address PiO9 duwuf7VN Paib !SM, R ,",)C jo `b'5 Phone Number g16) 25C `040 (45 I certify that I have authorized the agent listed above to act on my behalf for the purpose of applying for and obtaining all CAMA Permits necessary to Install or construct the following (activity) �l ran ice- �6 N A, JD kE PA)lZ (my property located) at This certification Is valid thru (date) Pe' G -6 l 1 'eUl 2 Property Owner Signature ate 127 Cardinal Drive Ext Wilmington NC 28405 Phone 910 796 72151 FAX 910 395 3964 Internet www nccoastalmanagement net An Equal Oppodun ty 1 Affirmalrve Action Employer RECEIVED DCM WILMINGTON NC MAY 3 ? 1012 NorthCarolina Naturallil CAMA MAJOR PERMIT APPLICATION FOR REPAIR AND EXPANSION OF THE OCEANIC FISHING PIER Wrightsville Beach NC PROJECT INFORMATION The Oceanic Pier and Restaurant RrCEVED 703 South Lumina Avenue Wrightsville Beach NC 28480 MAY 3 t 2012 Legal Address (699 Lumina Avenue) Book 5484 Page 2267 Parcel ID R06319 003 003 Q%, - WILMINGTON N HISTORY After the devastating Wrightsville Beach fire of 1934 Floyd Cox built the Mira Mar Pier (now known as Crystal Pier) on the south end of Wrightsville Beach in 1939 The original pier constructed with cypress timbers extended 1000 feet in order to overlook the wreck of a Confederate blockade runner The pier was subsequently renamed the Luna Pier in hopes that the name may relate an association with the nearby Lumina dance hall In 1940 it was purchased from the Hutaff family by the restaurateur Mike Zezefellis The pier included a pier house with a summer dwelling above and restaurant below The pier was destroyed by Hurricane Hazel in 1954 and the structure was rebuilt and included a motel and apartments It continued in operation and was again sold to the Fokakis brothers who operated it until it was sold to Monica Wells in 1989 The pier house was renovated in 1990 and the Oceanic Restaurant was opened Hurricane Fran took out approximately half of the pier in 1996 Since that time the remaining pier has deteriorated and only approximately 100 feet of the remaining 475 foot pier is safe for use Only this remaining approximately 100 foot portion is currently allowed to be utilized by the restaurant as an outdoor dining area The remaining area has been closed by the local jurisdiction due to safety concerns PROPOSED PROJECT The intent of the proposed project is to save the existing Crystal Pier and associated public access from condemnation demolition or further destruction by natural forces The proposed reconstruction and repair of the condemned portion of Crystal Pier will restore the intended public access to its use as the pre -existing fishing pier The addition of the new deck adjacent to the pier -house and the portion of the expansion of the existing pier for private use will provide the revenue source with which to fund the project Without this revenue source the public access as well as the associated pier house is in jeopardy of being lost all together The existing pier -house is technically a non conforming private structure located on public property and is subject to the Wrightsville Beach zoning ordinance and operates under an existing conditional use permit The proposed repair and expansion project has been submitted to the Town of Wrightsville Beach and the approval process is underway for a zoning text amendment and modifications to the conditional use permit The proposed repairs and modifications of the pier depicted in the accompanying application and architectural drawings include Repair of the closed existing fishing pier Expansion of the pier for public access and private use The construction and installation of a seasonal awning on the existing pier Construction of a new deck adjacent to the existing pier house with extension of the roof overhang An accessory platform for a new cooler and freezer is also planned pursuant to the filing of a CAMA Minor Permit Application through the Town of Wrightsville Beach (permit #WB 12 -17) pending The existing fishing pier is approximately 475 ft long by 20 ft wide The closed portion of the pier to be repaired begins approximately 140 feet from the east wall of the existing pier -house and extends to the eastern (seaward) end The proposal expands the existing width of the pier by 6 feet to the north and south for a total of approximately 32 ft in width to a distance of approximately 148 ft from the eastern wall of the existing pier house The south side of this expansion will be utilized for improved public access to the fishing pier with the north side of the expansion utilized for outdoor dining A seasonal awning with a structural frame is proposed to be added to the existing pier in this area with a maximum distance of 145 ft to the east from the eastern pier -house wall This area will be used for outdoor dining and may accommodate a temporary windscreen in order increase the number of useable days for outdoor dining service purposes This structure will have lighting permitted by local regulations and designed according to Dark Sky standards for the protection of adjacent property owners as well as wildlife species A new deck approximately 30 ft by 34 ft will be constructed for outdoor dining service use adjacent to the east side of the pier house on the north side of the pier The roof overhang shall be extended in this location by approximately 12 ft The area underneath will not be enclosed however temporary windscreens may be utilized As soon as all applicable permits can be obtained and project bidding and contract negotiations are completed construction is projected to commence after Labor Day of 2012 with estimated completion in the winter of 2013 STRUCTURES Principal Pier approximately 32 /20 x 475 F Accessory Pier -house approximately 60 x 60 East Deck 30 x34 MAY 3 2012 Elevation of ALL Structures NAVD 88 Datum Primary Pier Structure Elevation Varies from 18 27 to 2190 Accessory Structure Finished Floor Elevation 18 54 Total Square Footage of Principal Structure 15 104 sq ft Total Square Footage of Accessory Structures (Heated Area) 10 300 sq ft PARKING AND TRAFFIC MANAGEMENT Parking Spaces on Site (Handicapped) 2 (Standard) 80 (TOTAL) 82 Existing The parking provided must meet the local regulatory requirements for the pier and pier house Additional public on street parking is available in addition to a public pay lot which is within 300 feet of the entrance OPERATION Pier -House The proposed project will not change the operations of the Oceanic Restaurant as it currently operates Food and beverage service will continue inside and on the deck and pier as is currently the case The open air dining service area will be expanded in the areas described and a mobile service bar will be utilized at the eastern end of the seasonal awning which will require power and water service The Oceanic Restaurant hours of operation are typically as follows 1100 am —11 00 pm 7 days a week during peak season April 1 Oct 31 1100 am — 10 00 pm Monday — Friday and 10 00 am 1100 pm Friday — Saturday during the winter season Nov1 March 31 Public Access and Fishing Pier The pier is privately owned yet accessible to the public Local laws and regulations applying to public spaces parks and beach strand shall apply to the public areas of the fishing pier The proposed hours of operation for the fishing pier are as follows 6 00 am —12 00 pm 7 days a week during the winter 6 00 am —12 00 pm Monday — Friday and 6 00 am - 2 00 am Friday — Saturday during peak season April 1 Oct 31 JNED MAY 3 1 2012 ��� 4V �W I LNI 9 o4 GTO N NC i OCM MP 1 APPLICATION for Mayor Development Permit (last revised 12127/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1 Primary Applicant/ Landowner Information Business Name Crystal Pier Llc Project Name (if applicable) Oceanic Pier Oceanic Restaurant Applicant 1 First Name MONICA MI C Last Name WATSON Applicant 2 First Name MI Last Name If additional applicants please attach an additional page(s) with names listed Mailing Address 2651 Blue Banks Road NE PO Box City Leland State NC ZIP 1 28451 Country USA Phone No 910 395 0379 ext FAX No Street Address (d different from above) City State ZIP Email 2 Agent/Contractor Information Business Name Smith 2 Architecture + Design Pllc Agent/ Contractor 1 First Name MI Last Name Frank Smith Jr Agent/ Contractor 2 First Name MI Last Name Mailing Address PO Box City State 1409 Audubon Blvd Suite B4 Wilmington NC ZIP Phone No 1 Phone No 2 28405 910 256 0065 ext ext FAX No Contractor # Street Address (if different from above) City State ZIP Email fsmlth @smith2deslgn com I!"$�� =1 V =LJ <Form continues on bacWM WILMINGTON NC MAY 3 1 1012 Form DCM MP 1 (Page 2 of 4) APPLICATION for Major Development Permit 3 Project Location County (can be multiple) Street Address State Rd # NEW HANOVER 703 SOUTH LUMINA AVENUE Subdivision Name City State Zip WRIGHTSVILLE BEACH NC 28480 Phone No Lot No (s) (if many attach additional page with list) ext a In which NC river basin is the project located? b Name of body of water nearest to proposed project Cape Fear ATLANTIC OCEAN 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 Wrightsville Beach /New Hanover county 4 Site Description a Total length of shoreline on the tract (ft ) 2195 c Size of individual lots) (If many lot sizes please attach additional page with a list) e Vegetation on tract First line of natural stable vegetation /dunes Sea oats beach grass / Bitter Pamcum f Man made features and uses now on tract Existing Oceanic pier (approx 20 x475) to be repaired Accessory structure Oceanic Restaurant (approx 60 x60) Associated parking b Size of entire tract (sq ft ) 8954 acre recorded tract d Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) ®NHW or ❑NWL 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? Conditional use permit (Attach zoning compliance certificate if applicable) ®Yes ❑No ❑NA I 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 <Form continues on next page> DCM WILMINGTON NC MAY 3 1 2u12 252 803 ?Pti>' Psa aR' npgT ww v r � C�raagfaIman-- qe -xent net Form DCM MP 1 (Page 3 of 4) APPLICATION for Major Development Permit m (i) Are there wetlands on the sites ❑Yes ®No (u) Are there coastal wetlands on the site? ❑Yes ®No (m) If yes to either (i) or (u) above has a delineation been conducted ❑Yes ❑No (Attach documentabon if available) n Describe existing wastewater treatment facilities Town of Wrightsville Beach Public Works o Describe existing drinking water supply source Town of Wrightsville Beach Public Works p Describe existing storm water management or treatment systems Town of Wrightsville Beach Public Works Vt a Will the protect be for commercial public or private use? ❑Commercial ®Public/Government ❑Private /Community b Give a brief description of purpose use and daily operations of the project when complete Proposed reconstruction & repair of the condemned portion of Crystal Pier will restore the intended pubic access to the pre existing fishing pier 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 Pier repair shall use treated wood decking over treated wood joists over structural frame of treated wood pilings and pile caps d List all development activities you propose Expansion of the pier includes a seasonal awning with a fixed frame attached to the pier structure expansion of the outdoor dining area and the extension of a portion of the existing roof overhang independently supported from the pier structure e Are the proposed activities maintenance of an existing project new work or both? Both f What is the approximate total disturbed land area resulting from the proposed projects NA ❑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 NA 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 j Is there any mitigation proposed? []Yes ®No ❑NA If yes attach a mitigation proposal <Form continues on back> 11001 rc� 2011 252 808 2808 1 888 4RCOAST www nccoastaImanagement net Form DCM MP 1 (Page 4 of 4) APPLICATION for 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 mayor 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 mad 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 Sandwalk HOA Notification of proposed work has been provided to adjacent Phone No property owners through local jurisdictional process Address 699 S Lumina Avenue Wrightsville Beach NC 28480 Name Surf Motel COA Notification of proposed work has been provided to adjacent Phone No property owners through local jurisdictional process Address 711 S Lumina Avenue Wrightsville Beachn NC 28480 Phone No Name Address g A list of previous state or federal permits issued for work on the project tract Include permit numbers permittee and issuing dates 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 hat heainformation provided in this application is truthful to the best of my knowledge Date Print Name Signature Please indicate application attachments pertaining to your roposed project ❑DCM MP 2 Excavation and Fill Information ❑DCM MP 5 Bridges and CuI'M - CEIVE® ®DCM MP 3 Upland Development DCM WILMINGTON NC ®DCM MP 4 Structures Information MAY 3 1 2012 252 81�fs '20f 1 1 pick'A XRr, ), Form DCM MP -3 UPLAND DEVELOPMENT (Construction and /or land disturbing activities) Attach this form to Joint Application for CAMA Mayor 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 Deck addition to existing pier house with extension of a portion of the roof overhang of the pier house c Density (give the number of residential units and the units per acre) NA e 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 NNA (u) 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 <1% I Give the percentage of the entire tract to be covered by impervious and /or built upon surfaces such as pavement budding rooftops or to be used for vehicular driveways or parking NA project over non recorded public land Describe proposed method of sewage disposal NA 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) Roof run off as currently exists on site b Number of lots or parcels 3 d Size of area to be graded filled or disturbed including roads ditches etc Approximately 1 020 square feet f List the materials (such as marl paver stone asphalt or concrete) to be used for impervious surfaces no impervious other than roof overhang which includes asphaltic shingle roofing h Protects that require a CAMA Mayor 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 NNA (u) If yes list the date submitted k Have the facilities described in Item (Q received state or local approval? []Yes NNo ❑NA If yes attach appropriate documentation m Does the proposed project include an innovative stormwater design? ❑Yes NNo NNA If yes attach appropriate documentation RECEIVED DCM WILMINGTON NC M AY 3 1 2012 252 808 26082 1 8884RCOAST vWWW necoasta m0iia sffroont net revised 12126106 IF4j m DCM MP-3 (Upland Development, Page 2 of 2) m Describe proposed drinking water supply source (e g well community public system etc) na o When was the lot(s) platted and recorded? NA Date Pr ct me Repair and Additions to the oceanic Pier and Restaurant Applicant Name Appl nt 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 [DNA RECEIVED DCM WILMINGTON NC MAY 312M 5? $08 -2805 1 £388- 4Rr_0#,ST w orw �sc�rra�x�er��n,�� rr� nt ri-t revi-,ea 12 29M 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 ❑Private /Community c (i) Dock(s) and /or pier(s) (u) Number 1 Existing Fishing Pier (m) Length 475 (iv) Width 32x148 20x327 (v) Floating ❑Yes ONO e (i) Are Platforms included? ❑Yes ONO If yes (u) Number (w) Length (iv) Width (v) Floating ❑Yes ❑No Note Roofed areas are calculated from dnphne dimensions g (i) Number of slips proposed NA (u) Number of slips existing i Check the proposed type of siting ❑ Land cut and access channel ❑Open water dredging for basin and /or channel ®Open water no dredging required ❑Other please describe k Typical boat length NA m (Q Will the facility have tie pilings? ❑Yes ONO (n) if yes number of tie pilings? E] This section not applicable b (i) Will the facility be open to the general public? ®Yes [--]No d (Q Are Finger Piers included? ❑Yes ONO If yes (n) Number (m) Length (jv) Width (v) Floating []Yes ONO f (i) Are Boatlifts included? ❑Yes ONO If yes (u) Number (w) Length (iv) Width h Check all the types of seances 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 ❑ Dry storage number of boats ❑ Boat ramp(s) number of boat ramps ® Other please describe Privately operated open air, seated dining service Describe the typical boats to be served (e g open runabout charter boats sail boats mixed types) NA I (i) Will the facility be open to the general public? ®Yes ❑No RECEIVED DCM WILMINGTON NC MAY 3 1 2612 252 808 2868 1 888-4RCOAST vv,rrrr nCC01St;3I"1-1A Lavtm eat net retiscd 12127/06 re-m DCM MP 4 ( tru turps Page 2 of 4) 2 DOCKING FACILITY /MARINA OPERATIONS 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 b Describe treatment type and disposal location for all sanitary wastewater c Describe the disposal of solid waste fish offal and trash d How will overboard discharge of sewage from boats be controlled? e (i) Give the location and number of No Sewage Discharge signs proposed (u) Give the location and number of Pumpout Available signs proposed ®This section not applicable f Describe the special design if applicable for containing industrial type pollutants such as paint sandblasting waste and petroleum products g Where will residue from vessel maintenance be disposed of? h Give the number of channel markers and No Wake signs proposed i Give the location of fuel handling facilities and describe the safety measures planned to protect area water quality I What will be the marina policy on overnight and live aboard dockage? k Describe design measures that promote boat basin flushing? 1 if this project is an expansion of an existing marina what types of services are currently provided? DECEIVED m Is the marina /docking facility proposed within a primary or secondary nursery area? DCM WILMINGTON NC ❑Yes ❑No MAY 3 1 612 252 808 2808 J-88 -41?COA sT r'rvvvv ncccsstalma v i9ea eec CT revised !2127 104 4--c -m 0CM MP 4 (Structures, Page 3 of 4) 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 dnpl►ne dimensions 4 GROIN (e g wood sheetp►le etc If a rock groin use MP 2 Excavation and Fill) ®This section not applicable a (i) Number (u) Length (oQ 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 ED 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 MAY 31 2012 252 808 -2808 11 888 -4R( OAb t vvv 111CCO bi Ant 4"1 '1 r If- 9 rTr- rt vised 17 27106 a Proximity of structure(s) to adjacent riparian property lines Note For buoy or mooring piling use arc of swing including length of vessel c Width of water body 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 8 OTHER a Give complete description See attached Project Narrative Date 4rct me Repair and Additions to the Oceanic Pier Applicant ame A licant Signature b Proximity of structure(s) to adjacent docking facilities d Water depth at waterward end of structure at NLW or NWL ❑ This section not applicable RECEIVED DCM WILMINGTON NC MAY 3 1 2012 2528082808 1 888- 4RCOA.ST vuaaV—V ncc03statman- ElTn -01t Pet revised 12f27108 4 '0 ANDREW CONSULnN(; 'ENGINEERS, PC. SIR C - ll"L� j RIME & FORENSIC ENGINEERING AND PR03ECT MAMAGEMEIYT epy Ms Monica Watson 2561 Blue Banks Loop Road NE Leland NC 28451 -7459 Re Crystal Pier Structural Investigation Wrightsville Beach NC 28480 ACE Project No 11044 Dear Monica n The purpose of this letter is to provide our evaluation of the Crystal Pier structural condition During the conduct of our evaluation we spoke with the Wrightsville Beach building inspector to determine his specific concerns Wrightsville Beach s concerns include 1 j a determination of whether the pier could have components fall on pedestrians during normal loading conditions and 2) a determination of whether the pier could fail and damage surrounding structures during a storm event We also discovered during our review that this pier was repaired approximately ten years before we performed our observation Conduct,gffygluatmn We arrived on site on August 1 2011 We began our evaluation by performing a visual observation of the deck and handrails from the top of the pier structure We then performed a visual observation of the substructure including piles pile caps and stringers from the beach At the completion of our visual observation we had certified divers perform an underwater inspection of the piles and provide additional photographs of the pier from the ocean The diver probed each of the piles to determine the current degree of decay -see photo 1 Findings In general this timber pier is in need of extensive repairs The existing structure is likely to fail during a storm event. There is also a potential for timber members to fall during normal loading conditions and create a safety hazard Walkway f railing — see photos 2 4 The walkway appears to be serviceable at the dining area — landward of the barricade The walkway beyond the barricade is uneven due to broken stringers and missing piles Sections of guard rail are missing and deflected rendering them no longer serviceable There is a section of the pier that was apparently removed some time ago — as noted from the remaining stub piles — see photo 5 Stringers There are several locations where the timber stringers are broken and are in danger of falling during normal conditions — see photo 6 During storm conditions many more stringers could fail due to corroded metal uplift straps — see photo 7 Many of these uplift straps no longer have any capacity to resist any imposed loads Pile split caps The pile caps have several deficiencies Of the 24 pile bents waterward of the dining area only 2 pile caps have no apparent deficiencies The pile caps fasteners are corroded and no longer provide the required connecting capability due to fastener heads scaling and washers completely corroding away -- see photo 8 and 9 There are also locations along the pile caps where sections of timber have broken apart and are in danger of falling to the shore during normal conditions — see photo 10 Lastly there is one pile cap that has been reinforced with a steel beam — see photo 11 This steel beam is corroded to the point where it can no longer be counted on to improve the strength of this pier 3811 Peachtree Avenve Suite 300 Wilmington NC 28403 Phone 910 202 5555 Fax 910 202 SM web andrewengineers com Crystal Pier Evaluation September 13 2011 Cross bracing There are two sets of X-bracing forward of the dining area — pole line 3 and 18 The cross bracing at pile Ime 3 is attached to a decayed pile Many sections of cross bracing are either missing or broken — see photos 12 13 Piles See the attached drawing for pile locations The piles are generally battered toward the elevated walkway however there are some piles that are no longer battered toward the walkway — wdh some piles actually battered away from the walkway see photo 11 The underwater inspection documented the following Two piles are missing at S-2 and N 9 — see photo 14 Four broken piles with a stub above low tide — see photo 15 - Two broken steel piles that are now stubs located at 5-27 and N-27 Four piles are severely decayed at N 1 S-3 S-6 and 5-16 — see photos 16 19 These piles have large holes at the splash zone Recommendations We recommend that this pier either be repaired to provide adequate structural integrity or be removed waterward of the dining area to remove the risk of damage or injury To adequately repair this structure the following steps are necessary 1) Replace all missing and decayed piles as well as all piles that have incorrect camber (away from the pier walkway) 2) Replace all missing and broken crass bracing 3) Replace pile caps that have corroded steel members decayed timber members or timber members that are not securely attached 4) Replace and / or secure timber stringers that are visibly failing This includes replacing most of the outer pier walkway band 5) Replace steel fasteners ties and structural members that are severely corroded Adddionally a local marine contractors has estimated that the repairs should cost $400 000 to complete The cost to remove the pier waterward of the dining area is approximately $175000 Please feel free to contact this office If you have any adddional questions or concerns Sincerely ANDREW CONSULTING ENGINEERS, P C NC Flrm License # C -2461 Everett B Pannkuk P E SECS Enclosures Photos 1 19 Pile Plan and Pier Cross Section Dive Log intercoastal Contracting Inc — Construcbon Estimate \tttisiitrtrii a�f���� ,1St��4 CAR4 i7� �f �T B �j�; JuiF 2 1 2l09L Crystal Pier Evaluation September 13 2011 0', � -%� � W %Af Crystal Pier Evaluation September 13, 2011 Photo 4 Side view at missing pile -col 61 � (— R1+8a Ito `01 dpi .3 — Crystal Pier Evaluation September 13 2011 Photo 6 Stnnger condition This is an extreme oondition however there are concerns with less obvious stranger failures a IONS ),;I wdr 9 A I e � Re �"q q Crystal Pier Evaluation September 13 2011 fasteners on the pier Yo of ft steel Crystal Pier Evaluation September 13 2011 s�t A � F a b ,� X-,Ilit 4 photo g Steel fastener where washer has corroded away ar 10 Pile cap creating a fall r � WN 6 2017 `Gkr V�' a 4 "1 —It 1 14f- Crystal Pier Evalualhon September 13, 2011 A. 1 % a Y 1 8 } s v © B p a 8 f ,� 3r f SIDS• .aa !o' � � +s-� R ``s i �£ a� H91iUVII 1 i d�8 ors5 •g+Bw+{ ec � did i UA Ofnnfn I I 1A mini glee car) has reached fatlure Crystal Pear Evaluation September 13, 2011 Photo 13 Gross bracing is broken or missing in several locations 3� "'?02012 Crystal Pier Evaluation September 13 2011 Photo 14 Missing pile at S-2 Wn ri tL' e R9 1 W�-4 I? — --Z r 11 -T- 7! �, 4� Photo 15 Stub pile remaining at the low water elevation WO ? 6 2012 Wn ri tL' e R9 1 W�-4 I? — --Z r 11 -T- 7! �, 4� Photo 15 Stub pile remaining at the low water elevation WO ? 6 2012 070� V-ml! Al M, ��� / URN -i7 : _ r: L i it�gh�l j W 106 y a� f MIR t! i- I po sfiwlrr1:� R1aS Ir�:L� ��f !i tRS'1 >•I R flllsi �f f � 4'f %mss ��ii� R -�i�3 A� •lam #:If1AA:3 r- a f9 +t 11Y i0 .e m z ) �l 0 �ry 19 i CL ,4z LY (3 Lid O_ ar 11 r� 1 1,4 — a _ � �oN 2 5 2012 i"q � 'M IN d p \' N a CRYSTAL PIER PL 1' - 20 -0' _ 1 0 - DEN(RES EXI -MG 12 0 PT TIMBER PMLL Z Z - DENOTES EXTSM4 H -PME .STUBS. PLAN 3. 1/8 - DENOM AWL PERETR MON DEPTH IN FOR REVIEW NOT FOR CONSTRUCTION 1/8 1/4 ,17 0 1 Rl F,,, E e � c � i � p 6 S YNy S4 V awu %La m 0 .. Iv "d C6 0 I W_ z ) �l 0 �ry 19 i CL ,4z LY (3 Lid O_ ar 11 r� 1 IL M _j >4 - Lo M U) 0 `WPQ�W� V W.'iU d` IL m 1 Rl F,,, E e � c � i � p 6 S YNy S4 V awu %La m 0 .. Iv "d C6 0 0 z u a a J O E!- a N 6 � m -iQD0 �AIw OZS ac m0OCp5e U sa 'Oz S318VA V Z W QC F- U� pzz LA- 0 qW t/ Uir5 3 i i `'O Zi 3� ANDREW p' * 11044 EXISTING SECTION + CONSULTING MONICA WATSON ENGINEERS,, P e ��� o� o� + - 3811 Peachtree Avenue Swat 309 ESP 09/13/11 JS�. CRYSTAI. PIER INVESTIGATION Wilmington 9 28403 WRIGH SV�LLE BEACH, NC P 910 202 5555 F 910 202 5558 ct'a�ng � wwuw AndrewEnglnftm care � � auo A �� €a�srwa aa�r xs Re mm vat�rov F4 �[T ti� w�2H NC PE Flan License c 2461 i 41 Y0.Cq 7BORfW Cflp5UlT1�6 E71Ci dfiER4 RC ANDRIEW CONSUL ■ ING IE INE r Pace STRUCTURAL MARINE & FORENSIC ENGINEERING AND PROJECT MANAGEMENT MEMOR,f> MDUM TO Monica Watson FROM Rod Andrew, PE, SECB Andrew Consulting Engineers, P C DAU October 19, 2011 ACE PR03ECT 11044 / Crystal Pier Rob Myers, CAMA, notified us this date their position on the pier with the following options 1 The east end can be removed and they will require all of the plies pulled No other modifications can be none 1'he wryest end can remain 2 If the pier is widened the entire pier must be restored for public access If this is doge you may add additional width to allow seating on the north side with public access Marne, on the south side :c Bill Anlyan/Anlyan & Hiveiy Asset Management Lou Moshakus —,, I) 1P - - �J3,2�2011' 3811 Peachtree Avenue SuIM 300 WlWngton PIC 28403 Phone 9102025555 Fax 910 292 MO Web andrewengineers cam /ylnxz OCEAN HAZARD AEC NOTICE Project is in an Ocean Erodible Area High Hazard Flood Area Inlet Hazard Area Property Owner '©L 44,c- Property Address 74-3 5oW-� 4-v.n9,,N4 ,4✓eA)4)e W% ,-eA,)7'Y V6 GLC / 4 NC Date Lot Was Platted ,4fYQ/G / J /q-73 0 O This notice is intended to make you the applicant aware of the special risks and conditions associated with development in this area which is subject to natural hazards such as storms erosion and currents The rules of the Coastal Resources Commission require that you receive an AEC Hazard Notice and acknowledge that notice in writing before a permit for development can be issued The Commission s rules on building standards oceanfront setbacks and dune alterations are designed to minimize but not eliminate property loss from hazards By granting permits the Coastal Resources Commission does not guarantee the safety of the development and assumes no liability for future damage to the development Permits issued in the Ocean Hazard Area of Environmental Concern include the condition that structures be relocated or dismantled if they become imminently threatened by changes in shoreline configuration The structure(s) must be relocated or dismantled within two (2) years of becoming imminently threatened and in any case upon its collapse or subsidence The best available information as accepted by the Coastal Resources Commission indicates that the annual long term average ocean erosion rate for the area where your property is located is 2 feet per year The rate was established by careful analysis of aerial photographs of the coastline taken over the past 50 years Studies also indicate that the shoreline could move as much as ° Cad feet landward in a mayor storm Thp,flood waters in a mayor storm are predicted to be about feet deep in this area Preferred oceanfront protection measures are beach nourishment and relocation of threatened structures Hard erosion control structures such as bulkheads seawalls revetments groins betties and breakwaters are prohibited Temporary sand bags may be authorized under certain conditions The applicant must acknowledge this information and requirements by signing this notice in the space below Without the proper signature the application will not be complete Pro ertyOwner Signature ate SPECIAL NOTE This hazard notice is required for development in areas subject to sudden and massive storms and erosion Permits issued for development in this area expire on December 31 of the third year following the year in which the permit was issued Shortly before work begins on the project site the Local Permit Officer must be contacted to determine the vegetation line and setback distance at your site If the property has seen little change since the time of permit issuance and the proposed development can still meet the setback requirement the LPO will inform you that you may begin work Substantial progress on the project must be made within 60 days of this setback determination or the setback must be remeasured Also the occurrence of a mayor shoreline change as the result of a storm within the 60 day period will necessitate remeasurement of the setback It is important that you check with the LPO before the permmt expires for official approval to continue the work after the permit has expired Generally if foundation pilings have been placed and substantial progress is continuing permit renewal can be authorized It is unlawful to continue work after permit expiration For more information contact )2,64L L Local Permit Officer Address Ale w Locality 712-3 Phone Number RECEIVED DCM WIL MINCTON NC MAY a i M2 Revised May 2010 OMZ VNIIOWO HINON HOV38 3111AS1HJIMM 001 �" " ,w °� ' Q Z z o -e-c ams A01M p F z�bez ON Nol�ww onn 3fiN3AV VNIWfII H1f10S £OL s M "0OA311 V- a — Lozs aqua e�uea sosc NJIS3U z toz / Q cWn ti Aar �irrvonadv S'„� ,a� y� qllws s t /zo a 1 T ` OLLVVGH3S °d 1 d .n N N O O e4 O I a° � 11 O— LLI a wv FL 110- nw O a F- Z rF �in J x W MW r U Z W Z ° Lj ZWi Q o w � O W O z Z Z Z V Z W rn H�.. 2O ' x r WR' t� o N • -- O O W O U � 0< W a = 0- V) W W 0 d n� Y 3v Lu ��0 OUILL, c W c^v tftli fr a f ° a0 S~ g 0<0 Er O ? 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' D X O X0 z ti m D m m D o N z Oz a v � Ul cm c II m :2 X D Z In z N O (n c: (n 0 ,OK m m Z — — — < 5 000 SQ FT r SETBACK C ° 1 I � Ic _ FIRST YNIE OF �w STABLE VEGETA V 6 � O n •e u z y -; - -- z B9 ti �'rs Sl C tiq x'12 0] G Ul :g Z Ul dim r(Wn z� �A A DO m � r" ? ' r�* D { D o Z ro v� om �on2 (nD m;00 n �ZO 0� c a z zz yn o,x R,01 .> �1 mZ ut D 0 ;u 0z O� (fin X =1 rrn0 �2 rriz m `O c 2 2 wm D m En ZZ { D — — r — — — D U) N in N { I oA zv J -4" v J t Z � 0D Ov <m zm x N ° ° { m 'c r"; 0o 0 �� mm M� (°il v ° c� N O �m < m N m O� D Ul En O n •e u z y -; - -- z B9 ti �'rs Sl C tiq O oC' ^ay c� G SI9(IATIC Crystal Pier APPLICANT m DESIGN 2012 Smitha 2MICAINC (� 25081de(lpendence BNd, S(u6a 201 -0 `�+ REvmrn, ,E 703 SOUTH LUMINA AVENUE WILMINGTON NC 28412 0 n "° °°° " ' ` C',� ' UC WRIGHTSVILLE BEACH NORTH CAROLINA 28480 � °� ► TOWN OF WRIGHTSVILLE BEACH LUMINA CLUB HOA 625 S. LUMINA AVE 627 S. LUMINA AVE PARCEL ID: R06319-002-008 PARCEL jD: R06319-003-014 G-1 OFFICE INSTITUTIONAL C-2 COMMERCIAL .71 ACRES .7841 ACRES — — ---------- SANDALWALK:HOA 655 S. LUMINA AVE PARCEL ID: 806319-003-015 C-2 COMMERCIAL . SANDIPEDDLER SUITS COA 37 ACRES Jz BEACHAREA 627 S. LUMINA AVE. PARCEL ID: 806319 002 -007 ► ZONE AE 0 C-2 COMMERCIAL ZONE VE .5 ACRES (EL 13) FIRST LINE OF STABLE NATURAL VEGETATION 0� ®® (EL 16) AS DETERMINED BY ROB MAIRS OF D.C.M. Li . ... .. . ........... 0_1 EQUIPMENT PLA FORM 225 SQ.FT 16' RAD NI/ zI EXTENT OF PIER EXPANSION CRYSTAL PIER LLC 0 _7 ----- 0 699 S. LUMINA AVE I cy) ow w OVERHANG EXTENSION j 0 PARCEL ID: R06319-003—DO3 ILI NORTH SIDE DECK EXTENSION AND PIER EXPANSION C-21 C04MERCIAL < 4014 A RES i 3 1,735 SQ.FT SEASONAL AWNING 0� q ON STRUCTURAL FRAME -------- ' NATHAN AVENUE 12 RAD 0 FINI. PIER DECK rk _j JCTUR I EL ;18.34 RAMP 4 3 'PUBLIC ACCESS WALKWAY 740 SQ.FT ALMS MCDONALD BA CO M A I NEW 00 16 NATHAN AVE 186.0 00 EXISTING COVERED ACCESS PARCEL ID: 806319—�04-009 C-2 COMMERCIAL .07 ACRES /0 PUBLIC ACCESS 2 YSTAL PIER LLC C/-/ O.rb pc 707 S. LUMINA \11 PA EL ID: R06319—DO3 0 : -4 AO. COMMERCIA \1/ z 0 � II �o ALMS MCDONALD BA0001M .27 ACRES � z/v, 708 S. LUMINA AVE J I Lo- PARCEL ID: R06319-004�008/ 10 12 24 '— 0, Lij Ld C-2 COMMERCIAL 2 4'_ 0,, i3 > z c� .08 ACRES uj :z a _j 182.0 T_ CD 15 Lo CRYSTAL PIER c; 4.3 # 9 S. LUMINA AVV SEAWARD TOE OF DUNE RCEL ID: R63T9= 03-0 C-2 COMMERCIAL" 2 ACRES TO OF DUNE 4 BEACH AREA PERIWINKLE HOA, INC. 0.1 � 3 710 S. LUMINA AVE \1/ 16. k PARCEL ID: R06319-004-007 140 C-2 COMMERCIAL LANDWARD TOE OF DUNE .19 ACRES A0.0 FIRST LINE OF STABLE NATURAL VEGETATION AS DETERMINED BY ROB MAIRS OF D.C.M. �90 ON FEBRUARY 1, 2012 SURF MOTEL COA, INC. \1/ 711 S. LUMINA AVE PARCEL ID: R06319-013-006 C-2 COMMERCIAL SUNSET AVENUE 1.17 ACRES Ly- 420-0 ELIZABETH YVONNE PUGH 12 SUNSET AVE vo 1g) PARCEL ID: R06319-005-009 R-2 C) _D 0 0) cif PELICAN WATCH COA < 712 S. LUMINA AVE PARCEL ID: R06319-005—p08 R-2 475-0" APPrOXIMATE LENGTH, END OF PIER VARIES EXISTING PIER TO BE REPAIRED a [01 10311111 ■ N ��v c_ cps VICINITY MAP (N. T S) SURVE:! INFORMATION TAKEN FROM AERIAL SURVEY AND TAX RECORDS BY NEW HANOVER COUNTY GISONLINE PIER 1,�sFORMATION TAKEN FROM SURVEY (DATED 12-28-11) BY ROBERT GOSLEE & ASSOC. SIGNED AND SEALED BY BOB M. JONES, JR, PILS, L-2977, ON DECEMBER 29, 2011. 1939 BUILDING LINE INFORMATION TAKEN FROM SURVEY (DATED AUG—SEP 1939) BY LE.MS L. MERRITT, CE SHEET 1 SIGNED AND SEALED NOV 2, 1939 I I I foi fl, wl NJ fla wo, [fix-F, ni 10 20 30 50 70 I m SITE DATA EXISTING PIER AREA TOTAL GROSS: APPROXIMATELY 9,540 SQ-FT. PIER ADDITION AREA TOTAL GROSS: APPROXIMATELY 2,480 SQ.FT. TOTAL PIER AREA: 12,010 PARKING TABULATION 74 = 1ST FLOOR POSTED INTERIOR OCCUPANCY D 98 = 2ND FLOOR POSTED INTERIOR OCCUPANCY 70 = 3RD FLOOR POSTED INTERIOR OCCUPANCY X 92 = CALCULATED PIER OCCUPANCY (1386 SIT / 15SF NET) w 334 EXISTING OCCUPANCY / 4 = 84 SPACES REQUIRED (EXISTING) o PIER ADDITION - 1,735 SQ. FT. (1,735 SF / 15SF NET) OCCUPANCY CALCULATED AT 15 SO, FT. PER PERSON 115 / 4 = 29 SPACES z 0 449 TOTAL OCCUPANCY / 4 = 113 SPACELIS 30 STAFF / 2 = 15 SPACES TOTAL EXISTING SPACES: 82 TOTAL REQUIRED SPACES: 128 PARKING EXCEPTION REQUESTED FOR 46 SPACES PARKING REQUIREMENTS (1) SPACE PER 4 PERSONS ON STATED OCCUPANCY PERMIT PLUS (1) SPACE PER 2 EMPLOYEES ON LARGEST SHIFT C-2 ZONING REQUIREMENTS cz, 7.5' FRONT YARD, 15' BUILDING SETBACK 7.5' SIDE YARD <W "'o 7.5' REAR YARD NOTE: z SITE DATA TAKEN FROM AERIAL SURVEY AND NEW HANOVER COUNTY TAX INFORMATION AND IS FOR ILLUSTRATIVE PURPOSES ONLY. 911010 molop0olum R E,IVED k7w JUN 2 0 202 0, CM WILMINGTON, NC IT EC 7 EC E/ .44 'A � R�C t CERT. 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NO. z 51659 -3_� , <�, 11 , " , V� r/4 Ago � \ 0 , No 0 rililiiiWIII� SM"M 0 3: + T_ UJ *4T w co 11 'L , , ,=jmmJ 14, 0 () rn N ui - -a C14 < r- < 0 CO a) w < 0 z 0 Lo _j 0 t__ "�o = 7- < !z 0) w :2 " .q "r- =3 < (t) cq a: - -a > Fo T- ";T 00 F_ w 8 (.) z w a a) Z . . F_ z < . z - < -0 c: 0) CL c a) Z 0 II__ (D z CL < 2 Lo c\1 ?: rililiiiWIII� SM"M 0 3: + 0 00 UJ *4T w co 11 'L , , ,=jmmJ 14, L' () rn N ui - -a � 0 < r- < 0 CO z w < 0 z 0 Lo _j 0 L ':L (n "�o = 7- < !z 0) w :2 " .q "r- LLJ N 0 0 < C) a: w F_ w D 0 z w z - :E L. (1) < C) < CL z :2 W 100 Z) _j W _j _j cu m 5; -6-a cj) F_ ::) (1) F- % �0 (1) 3: (D cle) 0 W �:r*_ rililiiiWIII� SM"M 0 3: + =Lc= UJ *4T w co 11 'L , , ,=jmmJ D (D �_ := L' () rn A, . 11.1 I I ui - -a � 0 y Z r- < 0 CO E w < 0 z 0 Lo m L ':L (n "�o = 7- < !z 0) I , :2 " .q "r- rililiiiWIII� SM"M uj N <T N I 1-4 . . 0 � 0 r- < N 1-1 :2 LLJ z 0 Lo Z: LD 0-- m Fn 1�_, ui sn -1 0 V) LLJ N 0 0 La 0 of 0 . . rililiiiWIII� SM"M EXISTING ACCESSORY STRUCTURE :.EQUIP.EXP. EXISTING ACCESSORY STRUCTURE DECK EXTENSION EDGE OF B0BllNC LIMITS OF OVERHANG XPAN3| N EXISTING PIER EXPANSION OVERHANG EXTENSION, STRUCTURALLY INDEPENDENT FROM PIER STRUCTURE Do NEW PRESSURE TREATED DECK STRUCTURE SEASONAL AWNING SECTION O 5 10 15 25 35 SEASONAL AWNING ALUMINUM FRAME PAINTED WOOD POST AND BEAM STRUCTURE FIXED TO PIER SUPERSTRUCTURE CERT. NO. 7H CARO o NORTti C� z � LLJ �u ,_ Ld 0 0 O 1�"' lirig It OD o Z CL + � m IM < LLJ � �T m x LA � Ir <. SHEET 3 OF 4 ����� U) C14 C� z � LLJ �u ,_ Ld 0 0 O 1�"' lirig It OD o Z CL + � m IM < LLJ � �T m x LA � Ir <. SHEET 3 OF 4 ����� NORTH ELEVATION 117' -10" 3 0'- 0 " SCALE 1" = 20'-0" LENGTH OF PIER EXPANSION TO BE DETERMINED TO NEAREST STRUCTURAL BENT EXISTING STAI NOT SHOWN FOR CLARITY J--, FIN. PIER DECK "-F EL 18.34' NORTH ELEVATION /*Q'� SCALE ll$ = 20'-0" z to ro EL 18.54 NEW REFRIGERATION UNIT AND PLATFORM D 10 25 IN NEW i m MIMI 6=mIiiiiiiil 0 10 25 Im EM 1 Ell � 6mmmiiiiiiIii LENGTH OF PIER EXPANSION NORTH ELEVAT111ON le'-B--� 0 10 25 TO BE DETERMINED TO NEAREST STRUCTURAL BENT M SCALE 1 = 2 0 1 Ell Em FIN. PIER DECK EL 21.56' ITEC 104 1 TECj- ($ 44 Y, 6c, % 0 w m CERT. NO. 51659 rtl NORIFA CPS O 04 U) 04 -0 T- > 'It OD 00 04 Z Z 0 F— Z Q- 00 n 0 a Lo < 2 c\I 0- • 00 cli _j Q Z C Z 0 0) LLj E LLJ I-- Lu > Um 0 3: I— 0) 20 T W V- SHEET 4 OF 4 11-106 A200 1:� < C14 n - CD N z < Z In Ld u) 0-j LLI z 0 LLJ 0 > L) (750 Lij N 5; :2 En in 0 LLJ LJ 0 0r m< ... SHEET 4 OF 4 11-106 A200