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HomeMy WebLinkAbout105-14 Town of Emerald IsleA Permit Class •% ' NEW STATE OF NORTH CAROLINA Department of Environment and Natural Resources and Coastal Resources Commission for X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 Excavation and/or filling pursuant to NCGS 113-229 Permit Number 105-14 Issued to Town of Emerald Isle, 7500 Emerald Drive, Emerald Isle, NC 28594 Authorizing development in Carteret County Atlantic Ocean, 2701 Emerald Drive, Emerald Isle , as requested in the permittee's application dated 10/16/14 including the -attached workplan drawings (6)all dated 11/2014 and AEC Hazard Notice dated 10/16/14 This permit, issued on December 3, 2014 is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Upland Development 1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities associated with the construction of the parking lot and sidewalks, all as expressly and specifically set forth in the attached permit application and workplan drawings. Any additional land disturbing activities and/or construction may require a modification of this permit. Contact a Division of Coastal Management representative at (252) 808-2808 for this determination. 2) All portions of the permitted development shall be constructed landward of the small structure setback. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. ' All work must cease when the permit expires on December 31, 2017 L suing this permit, the State of North Carolina agrees ur project is consistent with the North Carolina Coastal ement Program. signeo oy the autnortty or me becretary or unixte auu wu Chairman of the Coastal Resources Commission. Braxton C. Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature ofPermittee Town of Emerald Isle Permit 9105-14 1 Page 2 of 3 ADDITIONAL CONDITIONS 3) Prior to the initiation of construction within the Ocean Hazard AEC, a representative of the Division of Coastal Management shall stake the first line of stable, natural vegetation and the small and large structure setbacks. These setback determinations shall replace those done at the time the permit application was processed and approved. Construction shall begin within sixty days of this determination or the measurement is void and shall be re-established. 4) All construction within the Ocean Hazard AEC shall comply with all applicable requirements of the N.C. Building Code and the local flood damage prevention ordinance as required by the National Flood Insurance Program. If any provisions of the building code or a flood damage prevention ordinance are inconsistent with any AEC standards, the more restrictive standard shall apply. 5) For all portions of all parking lots located seaward of the large structure setback line referenced in Condition No. 3 of this permit, no individual section of parking lot shall exceed 5,000 square feet in size. Each parking lot section shall be physically detached from adjacent sections. This physical detachment may be accomplished through the use of large expansion joints, unpaved strips of bare sand or paver stone. Stormwater 6) The project is covered by way of Stormwater Permit No. SW8940318, which was issued on 10/30/14. Any violation of the permit approved by the Division of Energy, Mineral and Land Resources shall be considered a violation of this CAMA permit. Sedimentation and Erosion Control 7) In order to protect water quality, runoff from construction shall not visibly increase the amount of suspended sediments in adjacent waters. 8) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of any phase of grading on cut or filled slopes. 9) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales, etc.). NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this plan to the Division of Energy, Mineral and Land Resources, 127 Cardinal Drive Extension, Wilmington, NC 28405. General 10) No wetlands or open water areas shall be excavated or filled, even temporarily, without additional authorization. 11) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the written approval of the Division of Coastal Management. To,wn of.Emerald Isle Permit #105-14 Page 3 of 3 ADDITIONAL. CONDITIONS 12) The permittee and/or his or her contractor shall meet with a representative of the Division prior to project initiation. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE: NOTE: NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (252) 808-2808 prior to the commencement of any such activity for this determination. The N.C. Division of Water Quality has assigned the proposed project under DWR Project No. 14-1153. The U.S. Army Corps of Engineers assigned the proposed project COE Action Id. No. SAW- 2014-02191. CAMA Major Permit Application for Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Prepared for: Town of Emerald Isle Prepared by: hAq moffatt & nichol 1616 East Millbrook Road, Suite 160 C` per Raleigh, NC 27609 q g 7f.4, (919) 781-4626 October 2014 QECEWID 140V 17 10 OCN,-MHO CW1 0 LAMA Major Permit Application Table of Contents Table of Contents Application for Major Development Permit — Forms DCM MP-1 and MP-3 Attachment A Project Narrative Attachment B Permit Drawings Attachment C Copy of Deed Attachment D List of Adjacent Riparian Land Owners & Notification Receipts Attachment E NCEPA Compliance Statement Attachment F Site Photographs Attachment G Agent Authorization Form Attachment H Previous State and Federal Permits RECEIVED. OCT o(:M-MHD Cry RECEIVED w)v 17 RN DCM-MHD CUY Town of Emerald Isle 1N1 motion a nrchof Park Drive Parking Lot and Drainage Improvements MWI NPUCATION for Motor lovelopmew Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Town Of Emerald Isle Project Name (if applicable) Park Drive Parking Lot and Drainage Improvements Applicant 1: First Name Frank MI last Name Rush Applicant 2: First Name MI Last Name /f additional applicants, please attach an additional page(s) with names listed. Mailing Address 7500 Emerald Drive PO Box City Emerald Isle State NC ZIP 28594 Country USA Phone No. 252 - 354 - 3424 ext. FAX No. 252 - 241 - 6995 Street Address (if different from above) City State ZIP Email frush@emeraldisle-nc.org 2. Agent/Contractor Information Business Name Moffatt & Nichol Agent/ Contractor 1: First Name MI last Name Mike Winters Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State 1616 E. Millbrook Road, Suite 160 Raleigh NC ZIP Phone No. 1 Phone No. 2 27609 919 - 781 - 4646 ext. ext. FAX No. Contractor # 919 781 4869 Street Address (A different from above) city State ZIP Email mwinters@moffattnichol.com <Form continues onjokX 1014 DCM-MHD CITY 252-808.2808 :. 1-888-4RCOAST .: www.nceoastalmanagement. net Fomh DCM MP-1 (Page 2 of 5) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Carteret 2701 Emerald Drive INC 58 Subdivision Name City State Zip rile Emerald Isle NC 28594- 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 White Oak 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. Town of Emerald Isle 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 231 ft 160,000 sq ft c. Size of individual lots) d. Approximate elevation of tract above NHW (normal high water) or n/a, I I NWL (normal water level) (If many lot sizes, please attach additional page with a list) 14.5 ®NH W or ❑N WL e. Vegetation on tract Grass/weedy vegetation I. Man-made features and uses now on tract Current man-made features: public gravel & asphalt parking lot, bathhouse, picnic shelter, on -site septic system, and timber beach -access walkways; Former man-made features: former Emerald Isle Pier & Thompson Steel Pier g. Identify and describe the existing land uses adiacent to the proposed project site. Residential homes and condominiums and public beach h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning? The parcel is not zoned by Carteret County; the property (Attach zoning compliance certificate, if applicable) NOV 17 Milt is owned by the Town of Emerald Isle. No change in use ®Yes ❑No ❑NA is proposed for the site. DCM-MHD CITY j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No k. Hasa 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 properly? Kr VLivro <Form continues on next page> 252.808.2808 .. 1.888-4RCQAST .. www.ncco2staimanagement.net Form DCM MP-1 (Page 3 of 5) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ❑Yes ®No (ii) Are there coastal wetlands on the site? ❑Yes ®No (ill) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No (Attach documentation, IF available) n. Describe existing wastewater treatment facilities. Existing wastewater treatment is handled with subsurface disposal on site with a leach field on the east side of the site near the existing bath house. o. Describe existing drinking water supply source. Municipal p. Describe existing storm water management or treatment systems. There is no storm water management or treatment system on site; currently runoff from existing impervious areas drains towards the back of the site (Emerald Isle Drive / NC 58). & Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ®PublicJGovemment ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Purpose: Project will serve as a public parking lot for beach access. Use: Facility will be used by the general public. Daily operations: Daily operations will comprise public parking and use of the adjacent facilities; regular public use is anticipated. 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. Construction will be via land -based equipment. Land -based equipment will be stored on -site for the duration of construction within a fenced area. Equipment specifics will be the responsibility of the contractor. d. List all development activities you propose. ' Project activities include (see project narrative for more detail): (a) Reconfiguration and resurface of an existing parking lot; (b) Installation of new stormwater treatment system and levelling of the site; and (c) Installation of new site lighting 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 project? 2.4 ❑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. The existing parking lot (impervious surface) conveys runoff as sheet flow generally towards the back of the site (Emerald Isle Drive / INC 58). The proposed storwater drainage system will collect and treat runoff from impervious surfaces, in accordance with the Town of Emerald Isle's Universal Stormwater Management Program. The parking lot will be graded to allow sheet flow towards inlets directing flow towards the main stormwater collection system. The main stormwater collection system will consist of detention chambers with a stone infiltration layer a minimum of 28 inches below the parking lot surface. Hydraulic analysis of the infiltration system was performed and it was determined no discharge would occur from the site during storms in excess of the 50-year, 24-hour storm, so no outflow pipe is included in the system. I. WIII 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 DNA If yes, attach a mitigation proposal. Nf1V 17 2014 DCM-MHD CITY 252.808.2808 :: 1-888.4RC®AST :: www.neconstalmanagement. net Form DCM MP-1 (Page 4 of 5) APPLICATION for Major Development Permit <Form continues on back> 6. `'Additional Information' In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application - Psfruction booklet on how to propedy 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 See'Attachment D - - Phone No.. _ Address_ Name Phone No. Address Name - - - Phone No. . - - Address - g. A list of previous slate or federal permits issued for work on the project tract. Include permit numbers, pertnittee, and issuing dates. NCDENR - Erosion and Sediment Control/Stormwater (4/1994, to Town of Emerald Isle, # SW8 940318) NCDENR - CAMA Minor Development Permit (for existing walkway, for Town of Emerald Isle, 512007, # 05-07) h. Signed consultant or agent authorization form, if applicable. i. Welland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7, Certification and Permission to Enter on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. IDatej ION114 Prin'tNa a A•R Ai, To Bdd" t-7safry" ';Signature /�" r RECEIVED Please indicate application attachments pertaining to your proposed project. OCT r ❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ®DCM MP-3 Upland Development DCIV-P.Ft, i y 'J52-0a8-2808 .. -i-888-71 FtCl3AdT •: evwuv. n ceoa stm I no a na g emeni'-net Form DCM MP-1 (Page 5 of 5) APPLICATION for Major Development Permit ❑DCM MP-4 Structures Information ilI:CEIVED Nflv 17 1014 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net 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. Asphalt & pervious paver parking lot; site lighting; stormwater treatment system c. Density (give the number of residential units and the units per acre). n/a 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 ❑NA (ii) If yes, list the date submitted: concurrent with this application 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. entire tract is an AEC, see (i) for areas 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. Existing impervious % = 71 % (76,040 sf) Proposed impervious % = 60% (63,603 sf, neglecting credit for permeable pavers) j. Describe proposed method of sewage disposal. no change to the existing sewage system is proposed. 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). There will be no stormwater outlet pipe from the site, all water is designed to infiltrate the soil. b. Number of lots or parcels. d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. 106,800 square feet f. List the materials (such as mad, paver stone, asphalt, or concrete) to be used for impervious surfaces. concrete pavers, concrete & asphalt In. Projects that require a CAMA Major Development Permit may also require a Stonnwater Certification. (i) Has a site development plan been submitted to the Division of Water Quality for review? ®Yes ❑No []NA (it) If yes, list the date submitted: concurrent with this application 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? RECEIVED ®Yes ❑No ❑NA If yes, attach appropriate documentation. )mV 17 M4 h(T ° ', ?i'"1 DCM-MHD CITY 252-808-28082 :: 1-888-4RCOAST :: www.nccoastalmanagement.ne! revised: 12126106 Form DCM MP-3 (Upland Development, Page 2 of 2) m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) n/a o. When was the lot(s) platted and recorded? n/a i Oh6IN vam Town of Emerald isle Park Drive Parking Lot and Drainage Improvements Project Name Frank Rush Applicant Na Applicant signature n. (I) Will water be impounded? ❑Yes ®No ❑NA (ii) If yes, how many acres? p. If proposed development is a subdivision, will additional utilities be installed for this upland development? ❑Yes []No ®NA RECEIVED Nny 17 2014 DCM_MHD CITY 252-808.2808 :: t-888.4RCOAST :: vvvawnccosstalmanaaement.net revised: 92128/06 CAMA Major Permit Application Project Narrative CAMA Major Permit Application for Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Project Narrative This application is for a CAMA Major Permit for the Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements project, prepared under the direction of the Town of Emerald Isle. This project was originally part of an initiative of the State of North Carolina to construct a new ocean pier and associated facilities as an annex to the aquarium located in Pine Knoll Shores. In 2013, the Town took over the project from the State and land was turned back over to the Town. The Town is using the remaining Waterfront Access and Marine Industry (WAMI) funding awarded for this project to complete the upland improvements (parking lot, stormwater, and site lighting) included in the original pier plan. Due to budgetary constraints, the site will also incorporate the use of an existing bath house (constructed in 1994), picnic shelter, and timber beach accesses on either side of the property. Under separate permit, the existing septic repair area at the northwest corner of the site, will be relocated adjacent to the other existing septic repair area at south side of the site. For the original Pier project, a pre -application meeting was held at the Carteret County Health Department in Morehead City, NC on August 5, 2010 with representatives from NCDENR and USAGE. The following information provides a description of the project, construction methodology, and potential environmental impacts. Location The project site, located at 2701 Emerald Drive, Emerald Isle, NC 28594 (intersection of NC Highway 58 and Park Drive), is on the site of the former Emerald Isle Pier, which was damaged from two hurricanes in 1996. Previously, the site was home to Thompson's Steel Pier— a steel structure with wood decking. The current site provides parking and a public access bathhouse. At the south west corner of the sites, the beach is accessed by an accessible wood ramp that traverses the dunes. The city also maintains a public beach access right-of-way along the east property line. Project Description The proposed project consists of three main upland improvements: regrading and resurfacing of the existing parking lot, installation of a below -grade stormwater treatment system, and installation of site lighting in the parking lot area. The flood elevation at the project site is +15.00 feet NAVD88 as determined from Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) number 3720631400J. The following site investigations were completed for this project (results are incorporated into the permit drawings). • Topographic and bathymetric survey, Rivers & Associates, Inc., November 2009 • Geotechnical investigation, S&ME, Inc., January 2010 Upland Improvements Upland Improvements include a reconfigured and resurfaced parking lot, a new stormwater treatment system, and new site lighting. Additionally, the existing bath house, picnic shelter, and timber beach Town of Emerald Isle 1 //11 moiian a Nichol Park Drive Parking Lot and Drainage Improvements LAMA Major Permit Application Project Narrative accesses on either side of the property will be maintained and refurbished as required for this project. The following table presents a summary of the proposed project. A description of each of project component follows. Project Summary Table Total Site 2.45 acres (106,800 square feet) Parking Lot Existing Impervious / Pervious 76,040 square feet (asphalt & gravel) / 30,760 square feet (sand & grass) Proposed Impervious / Pervious 39,462 square feet (asphalt/concrete) & 24,016 square feet (pervious pavers) & 43,279 square feet (grass) Stormwater Treatment System Subsurface infiltration system, permeable pavement Parking Lot The proposed parking lot at the project site will consist of asphalt pavement main drives (aisles) with the parking spaces constructed of concrete pervious pavers. The parking lot layout utilizes a circular flow pattern, resulting in approximately 154 total spaces (including 6 handicap spaces). The asphalt pavement aisles will be comprised of approximately 8" of aggregate base course over a 4" drainage layer (wrapped in geotextile filter fabric) on compacted sub -base and topped with approximately 4" of asphalt pavement. The pavement section will be designed in accordance with North Carolina Department of Transportation (NCDOT) specifications for heavier loads associated with buses, trucks, and other service vehicles. The concrete pervious pavers will be founded on a 2" layer of bedding sand and an approximate 8" thick drainage layer (wrapped in geotextile filter fabric) on compacted sub -base. Areas of pavers will be contained within a perimeter concrete curb to ensure that they remain locked in place. The parking lot will be cross -sloped to drain toward grass medians/swales located between parking areas. There will be no contiguous impervious areas larger than 5,000 sf within the 120-foot setback from the first line of stable and natural vegetation, the largest being 3,637 sf. Stormwater Detention System With regards to stormwater, the Town of Emerald Isle has adopted the Universal Stormwater Management Program (USMP). Therefore, according to the town's Unified Development Ordinance (LIDO), Section 6.3, it is required that the runoff from the first 2-inches of rain on impervious surfaces be collected and treated. Previous discussions with NCDENR — Division of Water Quality (DWQ) yielded that the minimum amount of stormwater to be collected and treated would be based on the difference between existing and proposed impervious surface areas. The existing site contains a rather large asphalt and gravel (impervious) parking lot (approximately 76,040 SF). The asphalt pavement aisles and concrete areas associated with the proposed parking lot only account for approximately 39,462 SF of impervious surface plus 25% of the paver area or 6,004 SF. Therefore, it would only be necessary to collect and treat runoff related to the proposed impervious surface area. The parking lot will be graded such that any surface runoff will sheet flow towards infiltration system inlets located between parking areas. The infiltration system will be made up of two arch type (open bottom) high -density polyethylene (HDPE) chambers similar to those manufactured by StormTech. An Town of Emerald Isle 2 ,d„ moffatt a nicnol Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Project Narrative open bottom system enables treatment of the stormwater through the underlying soils and provides a volume safety factor based on the infiltrative capacity of the soils. The chamber material will meet the material specifications of ASTM F 2418 and are designed to exceed American Association of State Highway and Transportation Officials (AASHTO) recommended design factors for earth loads and vehicular live loads. The foundation layer beneath the chambers will be 6-inches minimum of clean, crushed, angular stone (such as a #57 stone) compacted to 95% Standard Proctor Density. A non -woven geotextile filter fabric (AASHTO M288, Grade 2) will be placed between the foundation layer and compacted sub -grade. After installation of the detention chambers, a layer of non -compacted embedment stone, similar to the foundation stone, will be placed to a minimum of 6 inches above the chambers. An additional layer of geotextile filter fabric will be placed between the embedment stone and the overlying fill and/or pavement. Utilizing the lower profile StormTech model SC-310 chamber (16-inch), the minimum depth of this detention system is 28 inches. State regulations require that the stone infiltration layer be a minimum of 24 inches above the seasonal high water table (SHWT). Considering the pavement section (12-inch min), stormwater detention facility (28-inch min), and clearance (24-inches), the top of pavement would need to be positioned no lower than 64 inches above the SHWT. The preliminary soil evaluation performed for the site determined that the SHWT is in excess of 84 inches below the existing ground surface. Therefore, conditions on -site are favorable for the design and permitting of pervious pavements (at parking spaces) and a below grade stormwater infiltration system. An analysis of the detention and infiltration capacity of the system during large storm events showed that a surface discharge point was not necessary to handle overflows. The analysis showed that even the 100-year, 24-hour storm event could be detained and infiltrated by the system without any flooding at the surface. Site Lighting Four light poles with overhead lights are proposed for the new parking lot configuration. The lights will be placed along the outer rows of the parking area to provide low level security lighting for the public using the lot. Construction Methods, Schedule, and Monitoring The proposed project will be completed in one phase; anticipated duration of construction is 6 months. Start date of project is pending receipt of environmental permits and will accommodate the primary tourist season. Construction will occur on land. On land equipment will consist of excavation, grading, and lifting equipment. Staging area will be on -site and across main road on soundside property. Sediment and erosion control will be maintained using silt fence around project limits. Potential Environmental Impacts The USFWS database (updated 9/22/10) was used to collect information on listed endangered and threatened species for Cateret County. • Turtles — Green sea turtle, Kemp's Ridley sea turtle, Leatherback sea turtle, Loggerhead sea turtle Town of Emerald Isle 3 hdhq mona t s nlchol Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Project Narrative • Shore birds — Piping plover, Red -cockaded woodpecker, Roseate tern • Marine mammals —West Indian manatee • Fish—Shortnose sturgeon • Invertebrates: Rough -leaved loosestrife, Seabeach amaranth The following is a summary of potential impacts from the proposed project to the surrounding environment and habitat. In general, the majority of the impacts are anticipated to be short-term due to construction activity. The project will not impact the existing dune structure. USFWS standard protection measures for endangered and threatened species and erosion control measures will be maintained during construction. In addition, the proposed project includes improved stormwater treatment. Water Quality No violations of State Water Quality Standards or significant impacts to water quality are expected. Stormwater No significant change in stormwater runoff associated with the reconfigured parking facility is expected due to the balance of impervious and pervious surfaces as compared to the existing facility. The parking area will be graded to allow sheet flow towards inlets directing flow towards the new main stormwater collection system. The collection system will consist of a series of underground detention chambers with a stone infiltration layer. Terrestrial & Estuarine Resources The project site is a beachfront property with an established dune system.. No construction is proposed waterward of the existing dune system or existing bulkhead (sound side). Construction activities may have a minimal impact on shorebird during construction, but no long-term impact is expected once construction is complete. Town of Emerald Isle 4 1dhq moiion a mghui Park Drive Parking Lot and Drainage Improvements TOWN OF EMERALD ISLE EMERALD ISLE, NORTH CAROLINA PARK DRIVE PARKING LOT AND DRAINAGE IMPROVEMENTS SHEETINDEX SHEET NUN[IER r cvrcnNi scams Fam a1�FA Mi Faoz mswa cwpnoNs NUH - aacT 1 a 1 o-aw ... maNmo NUH-a 2W2 ow s¢s o-�m oN�srt NUN-am+v: o-1= aft caw-sm2W2 al0o axI OET�l4 LOCATION YAP Nn GOOi MOM 1. Nro.ECT slE sI1VEr INS PEBPNEP IN NO ANI Npp BYTE F OMAn NIE P SSIGlµ WlC AINYEYPI 6 XELgio 5 PE V. NµIYNy NAM CM, IA um% Mo.L-AXz RIMFS s A Al NC 1. ml b STEET UFEH NWM CMIgAA 21M i ME FIXICMC DATA 9 VRONpFO NECMOHO TOAL INRCIM.ATw. MA- NVAN. AAS OBTAINED E ME AT AL (=ANIC AND AMOaYNEAIC ALYNASSATw (NO"), NAnWA- O YBMM (NOS) BENCHMARK MS 659O (A LANTC SEAS. NONM W"A). 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(V P POINT DRIW -A IER .... - ----- NIIII N2fl 4444 ZZ r Ek 0 r'4 us 11 Q* .. .............. gill i e IN ------ ..... .... ................ ' Q` -- --- SIR oil —AL.I �AN .......... . .. --- .......... ............... IL -�j ------------------------------------------- MI JW P/C CSitliMWM iPEANIENT DIN.mEP SiPDCMl11RE BFLOw ME STCNN`t x W-NSDRfyCE 0 SUB S-fi_ S1gW.M C RNNI ER M A,NRO DEWXL T9 OIVEA9DX ' T— CUss B RAP CNIIIBEP mi r r r, r PENEPGY g59PRRR a onanu-r oErroR>� sk m>v'EE X r �IE= =<aac b 9B s �2 a uv nos IrP NDPE vIPE I WANHO F FRAME h COVEN PER NCDCT 5TD DRAWNG W 54, CONCRETE DIVERTER STRUCTURE DETAIL y E ,3T-fi' Fyf ,PIPE t SWAIE 5 y e ,r-B• zr-r ,s•-o• r-r s•-B• s j`� Eo i� ¢ ' COxc sc[wNl( cplc R. k RAN Nl. Tw r /Y WASHED sIC1lE AGE . FILLCEwC BLVWARY AE !! W TCR. 'M C.x, NNEEL PER WNSIP WML IXYJXDMY PEPNWB WIT. I'i PERNWS BLOCM T9 CURB M PAKRS. IA y AWE PAVERS iW ACPE WOVE GEO,ENLE �� y E PLACED BE "' EL • GSD ' �= 7 W PLACED BENEA R I yi —M uzBO CIA55 z ��Az cxusxm smc Nou-+oVEx ccorolnE, m AREAS, ,. pp 'TORMTECX OC-310 - ADS N-12 XDPE �F SVORMWAIER CHAMBER DR ,ERCFI PIPE PPPPPLLY m PROVED EODPL M P 6. PERFCAAIED t WAPPEO �] APFROM WIER TABLE A - G.0 i XV EO ODS.W M H iL1 EABRIC s - r-B- AAwro uzro Gus z A xax-WGN11 an,DnyE SECTION W IN, STaLE® CEW , z e Project Is In An: Property Owner: Property Address Date Lot Was Platted: / AEC HAZARD NOTICE ✓ Ocean Erodible Area ✓ High Hazard Flood Area lowA .F Em«>i4 LI< 2"701 Deli E.I. NC 2W41 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 Z 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 S° feet landward in a major storm. The flood waters in a major storm are predicted to be about [L 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,jetties 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. TTr&^ Applicant Signature Date Inlet Hazard Area 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 mast be made within 60 days of this setback determination, or the setback must be remeasured. Also, the occurrence of a major 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 permit 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: Local Permit Officer Address Locality Phone Number RECEIVED OCT 20 1014 DCM-MHD CITY Revised 2107 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Town of Emerald Isle 2. LOCATION OF PROJECT SITE: EI Eastern Access (2701 Emerald Dr.), Emerald Isle Photo Index - 2006: 38-8072 grids (N-16) State Plane Coordinates - X: 265598.23 Y: 34886.78 Longitude:76°57'25.69" Latitude:34°40'33.98" 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit-8/25/14 Was Applicant Present —No 5. PROCESSING PROCEDURE: Application Received — 7/21/2014 Application Complete- 10/20/2014 Office — Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Emerald Isle dated 10/28/04 Land Classification from LUP — Public (B) AEC(s) Involved: Estuarine Shoreline, Ocean Hazard Areas (C) Water Dependent: (no) (D) lntend se: is (E) Wastewa tment: Existing — On Site Septic Planned - None (F) Type of Structures: Existing — Parking Lot, Bath House, Beach Accessway Planned — Parking Lot (G) Estimated Annual Rate of Erosion: 2'/yr Source — Ocean Erosion Map HABITAT DESCRIPTION: DREDGED FILLED OTHER (A) High Ground N/A 106,800Ft2 N/A (D) Total Area Disturbed: 106,800Ft2 (E) Primary Nursery Area: No (F) Water Classification: SB (Ocean) Open: No SA(Sound) Yes 8. PROJECT SUMMARY: The Town of Emerald Isle is proposing to resurface an existing 154 space parking lot. Pervioul paversow-grade storm water treatment system use o reduce storm water runoff. New sidewalks will also be constructed around parking area. RECEIVED NOV 17 tVf4 DCM-MH4-G4'y Field Investigation Report: Emerald Isle Page 02 9. Narrative Description The Emerald Isle Eastern Access project is located at 2701 Emerald Dr. in Emerald Isle, Carteret Co. This property is located by turning south off of Hwy 58 in Emerald Isle into the Eastern Access parking lot. The Eastern Access property is 3.7acres in its entirety and has a shoreline length along the oceanfront of 231'. Elevation of the track ranges from 0' to 15' above NHW. Presently onsite there is an existing 76,040 Ft2 gravel parking lot, a bathhouse with onsite septic, a picnic shelter and a beach -access walkway. A bulkhead and fishing dock exists on the Bogue Sound side of the property. Minor Perni t 05-07 was issued for the observation deck and beach access. General Permit 60102C was issued to the NC Aquarium for the fishing dock. Residential condominiums exist on the east and west side of the oceanfront parking lot. Single family residences exist on the east and west side of the fishing dock. The high ground vegetation consists of various grasses, sea oats and woody vegetation. The Emerald Isle Land Use Plan classes this property as Public, with all AEC's classified Conservation. The Atlantic Ocean is classified as SB. Bogue Sound is open to the taking of shellfish, carries a water classification of SA-ORW and is not a primary nursery area. 10. Proiect Description: The Town of Emerald Isle is proposing to improve their existing Eastern Access by redeveloping a 154 space parking lot with 6 ADA accessible spaces that is 63,603 Ft2. Approximately 12,000 Ft2 of the parking lot will encroach into the 120' Ocean Hazard setback. The parking lot will consist of 41,567 Ft2 asphalt/ concrete and 22,036 Ft2 pervious pavers. Approximately 8,100 Ft2 of the parking lot will be within the ES-ORW AEC. Impervious area within the ES-ORW AEC will be reduced by 3,044 Ft2(37%). Surface storm water from the parking lot will be collected in a series of underground detention chambers. A 5'-10' wide concrete sidewalk will be constructed around the proposed parking lot and 270 linear ft. will encroach into the 60' setback. The relocation of the on -site septic area repair field is also proposed. All other disturbed areas will be sodded. 11. Anticipated Impacts: This project would involve 106,800Ft2 of high ground disturbance. Impervious area within the estuarine side will be reduced by 37%. Stormwater on the ocean side should be reduced due to impervious pavers and underground detention chambers. The potential for concrete and asphalt to be placed on the beach during a storm evet exists due to the proposed parking area and sidewalks to encroach within the 120' and 60' setback. There RECENED WnV 1 170 DCM-MHD CITY A. Field Investigation Report: Emerald Isle Page 03 would be no Coastal Wetlands affected by this project. Frontal dunes will not be affected. Proposed work would occur over previously built upon area. Name: Ryan Davenport Date: 10/28/14 Morehead City RECEIVED tMV 17 'MM4 DCM-WhiD UTY CAMA Major Permit Application for Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Prepared for: Town of Emerald Isle Prepared by: '/„ moffatt & nichol 1616 East Millbrook Road, Suite 160 Raleigh, NC 27609 (919)781-4626 October 2014 RECEIVED 4nv 112014 DCM-MHO CnY FWA 44V Wc® NR North Carolina Department of Environment and Natural Resources Pat McCrory Governor December 5, 2014 Town of Emerald Isle 7500 Emerald Drive Emerald Isle, N.C. 28594 Dear Sir or Madam: John E. Skvarla, III Secretary The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is retained by you and it must be available on site when the project is inspected for compliance. Please sign both the original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal described below. If you object to the permit or any of the conditions, you may request a hearing pursuant'to NCGS 113A- 121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-2698 within twenty (20) days of this decision on your permit. You should also be aware that another qualified party may submit an objection to the issuance of this permit within twenty (20) days. The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be carried out in accordance with your application. Modifications, time extensions, and future maintenance requires additional approval. Please read your permit carefully prior to starting work and review all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit requirements. From time to time, Department personnel will visit the project site. To facilitate this review, we request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning permit conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for assistance. By working in accordance with the permit, you will be helping to protect our vitally important coastal resources. Enclosure Sincerely, swag& V o kl Douglas V. Huggett Major Permits and Consistency Manager 400 Commerce Avenue, Morehead City, NC 28557 Phone: (252) 808-28081Internet: http://portal.nedenr.org/web/cm/ An Equal OppodunityI Affirmative Action Employer— Made in part by recycled paper DCM Coordinator: Permit #• /0S /y MAILING DISTRIBUTION SHEET El Agents:, DCM Field Offices Elizabeth City (with revised work plan drawings) rehead CiLtyQ# as Wilmington US ACOE Offices: Washington: R d Wilmington: er Crumble Cultural Resources: Renee Gledhill -Early o vironmental.review@nc�c `cr g Public Water Supply: • e Williams (WIR Joey i NC DOT: (mac ✓ Shellfish Sanitation: q atti Fow State Property: 'm Wa to �- Water Resources: K n $iggins_(Ralei ) John ennessy (NC DOT) Washington: Anthony Scarborough Wilmington: nn�Co r— ChadLinda Lewis - Stormwater Wildlife Resources: um (W ) LPO: Fax Distribution: Pennitee #: Agent #: DIVISION OF COASTAL MANAGEMENT APPLICATION TRANSMITTAL AND PROCESSING RECORD APPLICANT: Emerald Isle, Town of County: Carteret LOCATION OF PROJECT: 2701 Emerald Dr., Eastern Access. DATE APPLICATION RECEIVED COMPLETE BY FIELD: 10/20/2014 FIELD RECOMMENDATION: Attached:Yes To Be Forwarded: No CONSISTENCY DETERMINATION: Attached: No To Be Forwarded: Yes FIELD REPRESENTATIVE: Davenport DISTRICT MANAGER REVIEW: B) DATE RECEIVED BY MAJOR PERMITS UNIT: PUBLIC NOTICE REC'D: Yes ADJ. RIP. PROP NOTICES REC'D: Yes APPLICATION ASSIGNED TO: J. H C) 75 DAY DEADLINE: 1/3/15 FEDERAL DUE DATE: PERMIT FINAL ACTION: ISSUE DENY DISTRICT OFFICE: Morehead City FEE REC'D: $400.00 (100%) END OF NOTICE DATE: 11/20/14 DEED REC'D: Yes ON: 10/30/14 150 - DAY DEADLINE: STATE DUE DATE: FED COMMENTS REC'D: DRAFT ON AGENCY DATE COMMENTS RETURNED OBJECTIONS: YES NO NOTES Coastal Management- Regional Representative 1 D• 30. 1 q Comm]Management- LUP Consistency Detemdnation Il_IL(_ILl 1 .✓ Division of Community Assistance Land Quality Section Division of Water Quality (z-9rIN It/•u5-3 Storm Water Management (DWQ) 12-Z-ILi, Swe)9q031>3 State Property Office / Division of Archives & History Division of Environmental Health •✓ Division of Highways t1 , 2 -1 H Wildlife Resources Commission -11 Local Permit Office Division of Marine Fisheries II-ZQ-16' V Corps of Engineers 201 Q21 q I QW S li- b-11 �� N0Z6 R� North Carolina Department of Environment and Natural Resources Pat McCrory John E. Skvarla, III Governor Secretary October 30, 2014 MEMORANDUM: TO: Jessi Baker Division of Coastal Management FROM: JONATHAN HOWELL Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Town of Emerald Isle Project Location: EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's position or viewpoint on the proposed project and return this form by November 19, 2014 _ A , If you have any questions regarding the proposed project, please contact Ryan Davenport _ _I, Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED b DATE t � I Zc-.�> I t 4.1 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone: 252-808-28081 FAX 252-247.33301 Internet: www.nccoastalmanagement.net An Equal Opportunity I Affirmative Action Employer M2 MR North Carolina Department of Environment and Natural Resources Pat McCrory John E. Skvarla, III Governor Secretary October 30, 2014 TO: Maureen Meehan Division of Coastal Management FROM: JONATHAN HOWELL Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Town of Emerald Isle Project Location: EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: .Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's position or viewpoint on the proposed project and return this form by November 19, 2014 _ _ _ _ _J . If you have any questions regarding the proposed project, please contact _ Ryan Davenport _ Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. REPLY: X- 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 realslon's de cribed in the attached comments. SIGNED A VA DATE lI H 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone: 252.808-28081 FAX 252-247=33301Internet: www.nccoastalmanagement.net An Equal Opportunity! Affirmative Action Employer � M^ w� NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor Jahn E. Skvarla, III Secretary MEMORANDUM To: Jonathan Howell, Major Permits Processing Coordinator From: Maureen Meehan, DCM Morehead City District Planner Date: November 19, 2014 Subject: Major Permit Requested by Town of Emerald Isle to resurface the parking area at the Eastern Regional Access on Emerald Drive, adjacent to the Atlantic Ocean, in Emerald Isle, Carteret County, North Carolina LUP Consistency Determination: The proposal is Consistent with and Not in Conflict with the 2004 Town of Emerald Isle Land Use Plan originally certified by the CRC on October 28, 2004 and as amended through February 27, 2014. Overview: The Areas of Environmental Concern (AECs) impacted by the proposal include, Estuarine Shoreline and Ocean Hazard Area. The Waters at the project site are classified as SB and are closed to the harvesting of shellfish. The area is not a Primary Nursery Area. The Emerald Isle Future Land Use Map designates the subject property as Mixed Residential and subject AECs as Conservation. Development within the designated AECs is limited by CAMA regulations and development guidelines. There are no specific policies applicable to the project. Emerald Isle relies on State development standards for this project. 400 Commerce Avenue, Morehead City, NC 28557 Phone: 252-808.28081 Fax: 252-247-33301 Internet: www.nccoastalmangement.net An Equal Opportunily \ AHinnadve AcOon Employer — 50% Recycled 110%Post Consumer Paper A I�C�DENR North Carolina Department of Environment and Natural Resources Pat McCrory John E. Skvarla, III Governor Secretary L. tur 11.Dq .05 October 30, 2014 Q5618 789! MEMORANDUM: '�q' '' o NOV 2014 TO: Maria Dunn I NC Wildlife Resources Commission I = FROM: JONATHAN HOWELL btt o Major Permits Processing Coordinator 4 SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Town of Emerald Isle Project Location: EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's position or viewpoint on the proposed project and return this form by November 19, 2014 . If you have any questions regarding the proposed project, please contact Ryan Davenport Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. ZThis agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED 400 Commerce Avenue, Morehead,�th Carolina 28557 RECENED f1heRe. 262 808 2808 , FAX 262 247 3' � melt`"''' An Equal Opportunity I Affirmative Action Employerq-- =1 I I- + OV r g 7014 xM-MHD Clry IW - North Carolina Department of Environment and Natural Resources Pat McCrory Governor October 30, 2014 MEMORANDUM: TO: Linda Lewis f `"Joanne Steenhuis Division of Water Resources FROM: Jonathan Howell Major Permits Processing Coordinator John E. Skvarla, III Secretary RECEIVED DEC 0 2 2014 tjM-MHD env 1m.F I NOV 0 3 2011 1 SY----- SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Town of Emerald Isle Project Location: EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's position or viewpoint on the proposed project and return this form by November 19, 2014 If you have any questions regarding the proposed project, please contact i Ryan Davenport Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. Nd �Ogm"s� REPLY: This agency has no objection to the project as proposed. r� a ( j/,g �/ This agency has no comment on the proposed project. tUJW 5 ��! u �/V This agency approves of the project only if the recommended changes are incorporated. See attached. This aWcyo pbjects to the project for reasons described in the attached comments. SIGNED ' �. DATE411,16 D 1 q eAvenue, Morehead City, North 285 Phone: 80 081 FAX 252-247-33301 Internet: www.nccoastalmanagement.net An Equal Opportunity / Affirmative Action Employer �7) NCDEE R North Carolina Department of Environment and Natural Resources Pat McCrory Governor RECEIVED prr 0 2 2014 UCM-MHD CITY October 30, 2014 MEMORANDUM: TO: Linda Lewis Joanne Steenhuis Division of Water Resources FROM: Jonathan Howell Major Permits Processing Coordinator John E. Skvarla, III Secretary r/LE . 9 EG WE NOV 0 3 2014 BY.�GU8C1031 S SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Town of Emerald Isle Project Location: EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's position or viewpoint on the proposed project and return this form by November 19, 2014 . If you have any questions regarding the proposed project, please contact Ryan Davenport Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. �rmr"f SS /0-30-1¢ CE5ep-eid This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED je-,e, . DATE //-4-1 `F 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone: 252.808.28081 FAX 252-247.33301 Internet: www.nccoastalmanagement.net An Equal Opportunity / Affirmative Action Employer RECEIVED A � DEC 0 2 2014 NCDENR EIew, gHBeIrY North Carolina Department of Environment and Natural Resources Pat McCrory John E. Skvarla, III Governor Secretary `1 E (0 ';�' A EM i V E D October 30, 2014 NOV 7 2014 MEMORANDUM: NEW BERN TO: Ken Pace NC DOT, State Construction/Materials Branch D I STR I CT OFFICE FROM: JONATHAN HOWELL Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Town of Emerald Isle Project Location: EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's osition or viewpoint on the proposed project and return this form by November 19, 2014 . If you have any questions regarding the proposed project, please contact I Ryan Davenport Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. REPLY: V 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. to thevk-ect for reasons described in the attached comments. SIGNED 400 rnmmer,, Avenue MRAXFP.itv unrth cnmn .')arr;7 Phone: 252-808-28081 FAX 252-247-33301 Internet: www.nccoastalmanagement.net An Equal Opportunity/Affirmative Action Employer NCDEE- R North Carolina Department of Environment and Natural Resources Pat McCrory Governor October 30, 2014 MEMORANDUM: TO: FROM: Tim Walton State Property Office JONATHAN HOWELL Major Permits Processing Coordinator John E. Skvarla, III Secretary RECEIVED NOV 0 4 2014 DOA STATE PROPERTY OFFICE SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: :=ern7cccss,Project Location �2701Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's position or viewpoint on the proposed project and return this form by November 19, 2014 . If you have any questions regarding the proposed project, please contact I Ryan Davenport Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. RECEIVED REPLY: �Tlnhiisgency has no objection to the project as proposed. NOV 17 2014 sagency has no comment on the proposed project. � J DCM-MHD CITY 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 � \ — t- ` I� Commerce Av u4�330 orehead City, North Carolina 28557 28081 FAX 25 1 Internet: www.nccoastalmanagement.net ort/ Affirmative Action Employer alo 0HW-Woa vlot L ► NUN 03N303a �fi 4 ritA r1 61 R North Carolina Department of Environment and Natural Resources Pat McCrory Governor October 30, 2014 MEMORANDUM: TO: FROM: SUBJECT: Applicant: Project Location: John E. Skvarla, III Secretary Diane Williams Public Water Supply I i`iv 6')V 0 32014 0 WiRO ^ otWat Public erReso Watef g�ppces 41 JONATHAN HOWELL Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review Town of Emerald Isle EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's osition or viewpoint on the proposed project and return this form by November 19, 2014 . If you have any questions regarding the proposed project, please contact I Ryan Davenport Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. RECEIVED REPLY: i0 This agency has no objection to the project as proposed. NOV 0 6 71114 This agency has no comment on the proposed project. DCM-MHD CITY This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED Sx,-- � li—�D DATE vN f ) %� 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone: 252-808.28081 FAX 252-247.33301 Internet: www.nccoastalmanagement.net An Equal Opportunity I Affirmative Action Employer R0 QwSS &4*2 NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor October 30, 2014 MEMORANDUM: TO: FROM: SUBJECT: Applicant: Project Location: John E. Skvaria, III Secretary 3 2014 Dan Sams Division of Energy, Mineral & Land Resources JONATHAN HOWELL Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review Town of Emerald Isle EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's position or viewpoint on the proposed project and return this form by [—November 19, 2014 If you have any questions regarding the proposed project, please contact Ryan Davenport Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. Nov 0 6 r, DCbM'071at90ff This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are 1 incorporated. .d - . See attached. Ems', ( A suj: �-� cA a -r.l -P \ e . -t e 0 ,� 0 -, a,4 wir re.,r-A 0-A,- ss.n ,T llo ck s+Jr 2X�sa-ai one 0-� C- (� S�zt. 1 This agency objects to the project for reasons described in the attached comments. SIGNED C DATE doV 4 � t 40 me nue, Morehead City, North Carolina 28557 Phone: 252-808-28081 FAX 252-247-33301 Internet: www.nccoastaimanagement.net An Equal Opportunity / Affirmative Action Employer Pat McCrory Governor October 30, 2014 MEMORANDUM: TO: FROM: SUBJECT: Applicant: Project Location: MWENR North Carolina Department of Environment and Natural Resources John E. Skvarla, III Secretary Vd OCT 3 1 ShellfishSanz014 itati�- waater Q� - ah; on r7al r; Patti Fowler. Shellfish Sanitation JONATHAN HOWELL Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review Town of Emerald Isle EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's osition or viewpoint on the proposed project and return this form by November 19, 2014 . If you have any questions regarding the proposed project, please contact I Ryan Davenport Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED OALVk- ►v ) / M Phone: 252-808.28081 FAX 252-247.33301 Internet: www,ncooastalmanagement.net An Equal Opportunity /Affirmative Action Employer RECEIVED unv o S 2014 DCM-MHD CRY ®�1�, NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Governor MEMORANDUM: TO: DOUG HUGGETT FROM: RYAN DAVENPORT John E. Skvarla, III Secretary SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT- Town of Emerald Isle The following are my comments and recommendations regarding the aforementioned proposal. The proposal is to construct a 154 space parking lot. The parking lot is 63,603 Ft2 in size and encroaches into the 120' Ocean Hazard setback. This encroachment is not consistent with 07H .0306(a)(2)(J). There is also a proposed5'-10' wide concrete sidewalk surrounding the parking lot. This sidewalk encroaches into the 60' setback. This encroachment is not consistent with 07H .0309(a). All other portions of the project appear consistent with 15A NCAC 07H. It is recommended that the portion of the parking lot and sidewalk that would encroach into the Ocean Hazard setback be constructed with clay, packed sand or gravel pursuant to 15A NCAC 07H .0309(a)(2) 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-28081 FAX: 252-247-3330 Internet: www.nccoastalmanagement.net An Equal Opportunity\ AflirrnaGve Acclion Employer Ac® NR North Carolina Department of Environment and Natural Resources Pat McCrory Governor October 30, 2014 10TIOLfi TO: FROM: SUBJECT: Applicant: Project Location: F'�L 4�S- l q lb Linda Lewis foanne Steenhuis Division of Water Resources Jonathan Howell Major Permits Processing Coordinator John E. Skvarla, III Secretary E NOV 0 3 2014 13Y:— CAMA/DREDGE & FILL Permit Application Review Town of Emerald Isle EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle. Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new sidewalks around the parking area. Pervious pavers and a below grade storm water treatment system will be used to reduce storm water runoff. Please indicate below your agency's position or viewpoint on the proposed project and return this form by November 19, 2014 If you have any questions regarding the proposed project, please contact I Ryan Davenport Permit officer at (252) 808-2808. Ext. 210. When appropriate, in- depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. r- 1 �,g � This agency has no comment on the proposed project. 1J y5 1 fI/ e (Y This agency approves of the project only if the recommended changes are incorporated. See attached. Thisficy�objects to the project for reasons described in the attached comments. SIGNED("RA.DATE It 95 0 ►q ce Avenue, Morehead City, North Carol' a 285 Phone: 80 081 FAX 252-247-33301 Intemet: www.nccoastaimanagement.net oEr. E A lrry An Equal Opportunity I Affirmative Action Employer DCNI-iwHLU CITY DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Town of Emerald Isle 2. LOCATION OF PROJECT SITE: EI Eastern Access (2701 Emerald Dr.)', Emerald Isle Photo Index - 2006: 38-8072 grids (N-16) State Plane Coordinates - X: 265598.23 Y: 34886.78 Longitude:76°57'25.69" Latitude:34°40'33.98" 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit-8/25/14 Was Applicant Present —No 5. PROCESSING PROCEDURE: Application Received — 7/21/2014 Application Complete- 10/20/2014 Office — Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Emerald Isle dated 10/28/04 Land Classification from LUP — Public (B) AEC(s) Involved: Estuarine Shoreline, Ocean Hazard Areas (C) Water Dependent: (no) (D) Intended Use: public (E) Wastewater Treatment: Existing — On Site Septic Planned - None (F) Type of Structures: Existing — Parking Lot, Bath House, Beach Accessway Planned — Parking Lot (G) Estimated Annual Rate of Erosion: 2'/yr Source — Ocean Erosion Map HABITAT DESCRIPTION: DREDGED FILLED OTHER (A) High Ground N/A 106,800Ft2 N/A (D) Total Area Disturbed: 106,800Ft2 (E) Primary Nursery Area: No (F) Water Classification: SB (Ocean) Open: No SA(Sound) Yes PROJECT SUMMARY: The Town of Emerald Isle is proposing to resurface an existing 154 space parking lot. Pervious pavers and a below -grade storm water treatment system will be used to reduce storm water runoff. New sidewalks will also be constructed around parking area. Field Investigation Report: Emerald Isle Page 02 9. Narrative Description The Emerald Isle Eastern Access project is located at 2701 Emerald Dr. in Emerald Isle, Carteret Co. This property is located by turning south off of Hwy 58 in Emerald Isle into the Eastern Access parking lot. The Eastern Access property is 3.7acres in its entirety and has a shoreline length along the oceanfront of 231'. Elevation of the track ranges from 0' to 15' above NHW. Presently onsite there is an existing 76,040 Ft2 gravel parking lot, a bathhouse with onsite septic, a picnic shelter and a beach -access walkway. A bulkhead and fishing dock exists on the Bogue Sound side of the property. Minor Permit 05-07 was issued for the observation deck and beach access. General Permit 60102C was issued to the NC Aquarium for the fishing dock. Residential condominiums exist on the east and west side of the oceanfront parking lot. Single family residences exist on the east and west side of the fishing dock. The high ground vegetation consists of various grasses, sea oats and woody vegetation. The Emerald Isle Land Use Plan classifies this property as Public, with all AEC's classified Conservation. The Atlantic Ocean is classified as SB. Bogue Sound is open to the taking of shellfish, carries'a water classification of SA-ORW and is not a primary nursery area. 10. Proiect Description: The Town of Emerald Isle is proposing to improve their existing Eastern Access by redeveloping a 154 space parking lot with 6 ADA accessible spaces that is 63,603 Ft2. Approximately 12,000 Ft2 of the parking lot will encroach into the 120' Ocean Hazard setback. The parking lot will consist of 41,567 Ft2 asphalt/ concrete and 22,036 Ft2 pervious pavers. Approximately 8,100 Ft2 of the parking lot will be within the ES-ORW AEC. Impervious area within the ES-ORW AEC will be reduced by 3,044 Ft2(37%). Surface storm water from the parking lot will be collected in a series of underground detention chambers. A 5'-10' wide concrete sidewalk will be constructed around the proposed parking lot and 270 linear ft. will encroach into the 60' setback. The relocation of the on -site septic area repair field is also proposed. All other disturbed areas will be sodded. 11. Anticipated Impacts: This project would involve 106,800Ft2 of high ground disturbance. Impervious area within the estuarine side will be reduced by 37%. Stormwater on the ocean side should be reduced due to impervious pavers and -underground detention chambers. The potential for concrete and asphalt to be placed on the beach during a storm evet exists due to the proposed parking area and sidewalks to encroach within the 120' and 60' setback. There Field Investigation Report: Emerald Isle Page 03 would be no Coastal Wetlands affected by this project. Frontal dunes will not be affected. Proposed work would occur over previously built upon area. Name: Ryan Davenport Date: 10/28/14 Morehead City k NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Governor Carteret News Times PO Box 1679 Morehead City, NC 28557 Re: Public Notice — Town of Emerald Isle Dear Sir: Please publish the attached Notice in the 10/31/14 issue of the Carteret News Times. John E. Skvarla, III Secretary 10/27/14 The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send the affidavit, an original copy of the published notice, and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400 Commerce Avenue, Morehead City, North Carolina 28557, Telephone (252) 808-2808. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Morehead City office. Sincerely, �n yan Davenport oastal Management Representative Enclosure cc: Roy Brownlow, District Manager Doug Huggett, Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-2808 \ FAX: 252.247-3330 Internet: www,ncooastalmanagement.net An Equal Opportunity \ Affirmative Action Employer NOTICE OF FILING OF A PPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environment and Natural Resources hereby gives public notice as required by NCGS 113A-119(b) that application for a development permit in an Area of Environmental Concern as designated under the CAMA was received on 10/20/14. According to the application, The Town of Emerald Isle has applied to construct a 154 space parking lot at 2701 Emerald Dr. in Emerald Isle, Carteret County. A copy of the entire application may be examined or copied at the office of Ryan Davenport, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, (252) 808-2808 during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, N.C. 28557, prior to 11/20/14, will be considered in making the permit decision. Later comments will be accepted and considered up to the time of permit decision. Project modification may occur based on review and comment by the public and state and federal agencies. Notice of the permit decision in this matter will be provided upon written request. PUBLISHED ON: 10/31/14 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-28081 FAX: 252-247-3330 Internet: www.nccoastalmanagement.net An Equal Oppodunity i All mralive Won Employer Bennett, Ronda From: Legals <1egals@theneVVstimes.com> Sent: Thursday, October 30, 2014 8:32 AM To: Bennett, Ronda Subject: Re: Public Notice This ad is set and scheduled to run on October 31, 2014 in the amount of $ 44.99. Proof: NOTICE OF FILING OF A PPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environment and Natural Resources hereby gives public notice as required by NCGB 1TMA 19(b) that application fora development permit in an Area of Environmental Concern as designated under the CAMA was received on 1020114. According to the application, The Town of Entered! Iste has applied to construct a 1541 space parking lot at 2701 Emerald Dr. in Emerald We. Carteret County. A copy of Me entire application may be examined or copied at Me office of Ryan Davenport, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, (252) 808&2808 during normal business hours. Comments mailed to Brexlon C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, N.C. 28557, prlorto 11=14, will be considered in making Me permit decision. Later comments will be accepted and considered up to the time of pimrit decision, Project mothficaticn may occur based an review and comment by to public and state and federal agencies. Notice of Me permit decision in Nis matterwill be provided upon written request. 031 On Oct 30, 2014, at 8:16 AM, Bennett, Ronda wrote: Please publish notice in the Friday, Oct. 31, 2014 issue and mail original Affidavit of Publication and invoice to Arthur Stadiem, N.C. Division of Coastal Management, 400 Commerce Ave., Morehead City, N.C. 28557. NOTICE OF FILING OF A PPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environment and Natural Resources hereby gives public notice as required by NCGS 113A-119(b) that application for a development permit in an Area of Environmental Concern as designated under the CAMA was received on 10/20/14. According to the application, The Town of Emerald Isle has applied to construct a 154 space parking lot at 2701 Emerald Dr. in Emerald Isle, Carteret County. A copy of the entire application may be examined or copied at the office of Ryan Davenport, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, (252) 808-2808 during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, N.C. 28557, prior to 11/20/14, will be considered in making the permit decision. Later comments will be accepted and considered up to the time of permit decision. Project modification may occur based on review and comment by the public and state and federal agencies. Notice of the permit decision in this matter will be provided upon written request. PUBLISHED ON: 10/31/14 *E-Mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation.* <image002.jpg> z Please visit www.nccoastalmanasement.net to subscribe to Coastal Management's quarterly newsletter, the CAMAgram. <image002.jpg><Bennett Ronda.vcf> YR#feY#YY RYYhYYiY Judy Allred Legal Assistant - Carteret County News -Times 4206 Bridges Street I Morehead City, NC 28557 Phone: 252-726-7081 ext. 207 1 Fax: 252-726-2653 Legalsna.TheNewsTimes.com - www.CarolinaCoastOnline.com Bennett, Ronda From: Bennett, Ronda Sent: Thursday, October 30, 2014 8:16 AM To: 'legals@thenewstimes.com' Subject: Public Notice Attachments: Bennett Ronda.vcf Please publish notice in the Friday, Oct. 31, 2014 issue and mail original Affidavit of Publication and invoice to Arthur Stadiem, N.C. Division of Coastal Management, 400 Commerce Ave., Morehead City, N.C. 28557. NOTICE OF FILING OF A PPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environment and Natural Resources hereby gives public notice as required by NCGS 113A- 119(b) that application for a development permit in an Area of Environmental Concern as designated under the CAMA was received on 10/20/14. According to the application, The Town of Emerald Isle has applied to construct a 154 space parking lot at 2701 Emerald Dr. in Emerald Isle, Carteret County. A copy of the entire application may be examined or copied at the office of Ryan Davenport, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, (252) 808-2808 during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, N.C. 28557, prior to 11/20/14, will be considered in making the permit decision. Later comments will be accepted and considered up to the time of permit decision. Project modification may occur based on review and comment by the public and state and federal agencies. Notice of the permit decision in this matter will be provided upon written request. PUBLISHED ON: 10/31/14 1 *E-Mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation.* ;Department o 1s ionment and Natur... office Manager j Bennett; Ronda (252) 808-2808 Ext. 206 Work- (6n&Ibiiuiett@ncdenr_.gov ' -NC bmslon of coastal Management t 400,Coo merce Avenue l Maeheb4bty,N$rth;carolina'28557 wk,%-: nccoastamanagemen t.net Please visit www.nccoastalmanagement.net to subscribe to Coastal Management's quarterly newsletter, the CAMAgram. Bennett, Ronda From: legals@thenewstimes.com Sent: Thursday, October 30, 2014 8:17 AM To: Bennett, Ronda Subject: Email confirmation Due to software limitations: to expedite the processing of your advertisement, please copy and paste the text into the body of the email. This is an automatic response. If you have requested a price quote, we will get back to you as soon as the quote is available. Regards, Legal Department Original Message £AMA Major Permit Application Attachments Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Attachment A Project Narrative RECEIVED NnV 17 tau BECE;�WWPAHD CITY n^T A F 1C14 OCW!-NAHD CIiY 1111,101114 ❑loffa❑ a n-ahol CAMA Major Permit Application Project Narrate CAMA Major Permit Application for Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Project Narrative This application is for a CAMA Major Permit for the Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements project, prepared under the direction of the Town of Emerald Isle. This project was originally part of an initiative of the State of North Carolina to construct a new ocean pier and associated facilities as an annex to the aquarium located in Pine Knoll Shores. In 2013, the Town took over the project from the State and land was turned back over to the Town. The Town is using the remaining Waterfront Access and Marine Industry (WAMI) funding awarded for this project to complete the upland improvements (parking lot, stormwater, and site lighting) included in the original pier plan. Due to budgetary constraints, the site will also incorporate the use of an existing bath house (constructed in 1994), picnic shelter, and timber beach accesses on either side of the property. Under separate permit, the existing septic repair area at the northwest corner of the site will be relocated adjacent to the other existing septic repair area at south side of the site. For the original Pier project, a pre -application meeting was held at the Carteret County Health Department in Morehead City, NC on August 5, 2010 with representatives from NCDENR and USACE. The following information provides a description of the project, construction methodology, and potential environmental impacts. Location The project site, located at 2701 Emerald Drive, Emerald Isle, NC 28594 (intersection of NC Highway 58 and Park Drive), is on the site of the former Emerald Isle Pier, which was damaged from two hurricanes in 1996. Previously, the site was home to Thompson's Steel Pier— a steel structure with wood decking. The current site provides parking and a public access bathhouse. At the south west corner of the sites, the beach is accessed by an accessible wood ramp that traverses the dunes. The city also maintains a public beach access right-of-way along the east property line. Project Description The proposed project consists of three main upland improvements: regrading and resurfacing of the existing parking lot, installation of a below -grade stormwater treatment system, and installation of site lighting in the parking lot area. The flood elevation at the project site is +15.00 feet NAVD88 as determined from Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) number 3720631400J. The following site investigations were completed for this project (results are incorporated into the permit drawings). • Topographic and bathymetric survey, Rivers & Associates, Inc., November 2009 DEL;EPJEi:) • Geotechnical investigation, S&ME, Inc., January 2010 aECENED Nnu t 7 1gt4 N, i 15 ?01. i i>CPo7 sVIriD 0IY Upland Improvements DCMMND GIN Upland Improvements include a reconfigured and resurfaced parking lot, a new stormwater treatment system, and new site lighting. Additionally, the existing bath house, picnic shelter, and timber beach Town of Emerald Isle 1 ,4,1 moiron & nrcnoi Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Project Narrative accesses on either side of the property will be maintained and refurbished as required for this project. The following table presents a summary of the proposed project. A description of each of project component follows. Project Summary Table Total Site 2.45 acres (106,800 square feet) Parking Lot Existing Impervious / Pervious 76,040 square feet (asphalt & gravel) / 30,760 square feet Proposed Impervious / Pervious (sand & grass) 41,567 square feet (asphalt/concrete) & 22,036 square feet (pervious pavers) & 43,279 square feet (grass) Stormwater Treatment System Subsurface infiltration system, permeable pavement Parking Lot The proposed parking lot at the project site will consist of asphalt pavement main drives (aisles) with the parking spaces constructed of concrete pervious pavers. The parking lot layout utilizes a circular flow pattern, resulting in approximately 154 total spaces (including 6 handicap spaces). The asphalt pavement aisles will be comprised of approximately 8" of aggregate base course over a 4' drainage layer (wrapped in geotextile filter fabric) on compacted sub -base and topped with approximately 4" of asphalt pavement. The pavement section will be designed in accordance with North Carolina Department of Transportation (NCDOT) specifications for heavier loads associated with buses, trucks, and other service vehicles. The concrete pervious pavers will be founded on a 2" layer of bedding sand and an approximate 8" thick drainage layer (wrapped in geotextile filter fabric) on compacted sub -base. Areas of pavers will be contained within a perimeter concrete curb to ensure that they remain locked in place. The parking lot will be cross -sloped to drain toward grass medians/swales located between parking areas. Storm water Detention System With regards to stormwater, the Town of Emerald Isle has adopted the Universal Stormwater Management Program (USMP). Therefore, according to the town's Unified Development Ordinance (UDO), Section 6.3, it is required that the runoff from the first 2-inches of rain on impervious surfaces be collected and treated. Previous discussions with NCDENR — Division of Water Quality (DWQ) yielded that the minimum amount of stormwater to be collected and treated would be based on the difference between existing and proposed impervious surface areas. The existing site contains a rather large asphalt and gravel (impervious) parking lot (approximately 76,040 SF). The asphalt pavement aisles and RECEIVED concrete areas associated with the proposed parking lot only account for approximately 41,567 SF of y 17 7111114 impervious surface plus 25% of the paver area or 5,509 SF. Therefore, it would only be necessary collect and treat runoff related to the proposed impervious surface area. DCM-MHD CITY The parking lot will be graded such that any surface runoff will sheet flow towards infiltration system inlets located between parking areas. The infiltration system will be made up of two arch type (open bottom) high -density polyethylene (HDPE) chambers similar to those manufactured by StormTech. An open bottom system enables treatment of the stormwater through the underlying soils and provides a volume safety factor based on the infiltrative capacity of the soils. The chamber material will meet the material specifications of ASTM F 2418 and are designed to exceed American Association of State Town of Emerald Isle 2 UP motrolr a monoi Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Project Narrative Highway and Transportation Officials (AASHTO) recommended design factors for earth loads and vehicular live loads. The foundation layer beneath the chambers will be 6-inches minimum of clean, crushed, angular stone (such as a #57 stone) compacted to 95% Standard Proctor Density. A non -woven geotextile filter fabric (AASHTO M288, Grade 2) will be placed between the foundation layer and compacted sub -grade. After installation of the detention chambers, a layer of non -compacted embedment stone, similar to the foundation stone, will be placed to a minimum of 6 inches above the chambers. An additional layer of geotextile filter fabric will be placed between the embedment stone and the overlying fill and/or pavement. Utilizing the lower profile StormTech model SC-310 chamber (16-inch), the minimum depth of this detention system is 28 inches. State regulations require that the stone infiltration layer be a minimum of 24 inches above the seasonal high water table (SHWT). Considering the pavement section (12-inch min), stormwater detention facility (28-inch min), and clearance (24-inches), the top of pavement would need to be positioned no lower than 64 inches above the SHWT. The preliminary soil evaluation performed for the site determined that the SHWT is in excess of 84 inches below the existing ground surface. Therefore, conditions on -site are favorable for the design and permitting of pervious pavements (at parking spaces) and a below grade stormwater infiltration system. An analysis of the detention and infiltration capacity of the system during large storm events showed that a surface discharge point was not necessary to handle overflows. The analysis showed that even the 100-year, 24-hour storm event could be detained and infiltrated by the system without any flooding at the surface. Site Lighting Four light poles with overhead lights are proposed for the new parking lot configuration. The lights will be placed along the outer rows of the parking area to provide low level security lighting for the public using the lot. Construction Methods, Schedule, and Monitoring The proposed project will be completed in one phase; anticipated duration of construction is 6 months. Start date of project is pending receipt of environmental permits and will accommodate the primary tourist season. Construction will occur on land. On land equipment will consist of excavation, grading, and lifting equipment. Staging area will be on -site and across main road on soundside property. Sediment and erosion control will be maintained using silt fence around project limits. Potential Environmental Impacts The USFWS database (updated 9/22/10) was used to collect information on listed endangered and threatened species for Cateret County. o Turtles — Green sea turtle, Kemp's Ridley sea turtle, Leatherback sea turtle, Loggerhead sea turtle o Shore birds — Piping plover, Red -cockaded woodpecker, Roseate tern RECEIVED a Marine mammals — West Indian manatee 0C€ p 5 M-11 o Fish—Shortnose sturgeon DC„ 04VIIHD CI, a Town of Emerald Isle 3 hol Nq M01101t & n�onol Park Drive Parking Lot and Drainage Improvements LAMA Major Permit Application Project Narrative • Invertebrates: Rough -leaved loosestrife, Seabeach amaranth The following is a summary of potential impacts from the proposed project to the surrounding environment and habitat. In general, the majority of the impacts are anticipated to be short-term due to construction activity. The project will not impact the existing dune structure. USFWS standard protection measures for endangered and threatened species and erosion control measures will be maintained during construction. In addition, the proposed project includes improved stormwater treatment. Water Quality No violations of State Water Quality Standards or significant impacts to water quality are expected. Stormwater No significant change in stormwater runoff associated with the reconfigured parking facility is expected due to the balance of impervious and pervious surfaces as compared to the existing facility. The parking area will be graded to allow sheet flow towards inlets directing flow towards the new main stormwater collection system. The collection system will consist of a series of underground detention chambers with a stone infiltration layer. Terrestrial & Estuarine Resources The project site is a beachfront property with an established dune system. No construction is proposed waterward of the existing dune system or existing bulkhead (sound side). Construction activities may have a minimal impact on shorebird during construction, but no long-term impact is expected once construction is complete. RECEIVED OCT 16, 2014 RECEIVED UCM-N1,D C:IT �DV 17 IO14 DCM-MHD CITY Town of Emerald Isle 4 'g„ moHmf a h'ohoi Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Attachments Attachment B Permit Drawings RECEIVED WI A i 1MN D%M-nn•-ir OcMONp C1 V Town of Emerald Isle 1A" mcftott s n,cnol Park Drive Parking Lot and Drainage Improvements (:AMA Major Permit Application Attachments Attachment E NCEPA Compliance Statement aEr.,Elvro OCT1 jS RECEIVED '�'-� WOV 17 2014 DCM-MHD CITY Town of Emerald Isle N11,6114 mottott e n cnol Park Drive Parking Lot and Drainage Improvements Mayor Eddie Barber Mayo Pro-Tem Floyd Messer, Jr. Board of Commissioners Nita Hedreen Tom Hoover, Jr. John Wootten Maripat Wright July 15, 2014 Visit our web site at www.emeraldisle-naorg ! North Carolina Department of Environment and Natural Resources North Carolina Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Town Manager Frank A. Rush, Jr. fru sh @ emeraldisle-nc.or¢ Mailing Address 7500 Emerald Drive Emerald Isle, NC 28594 Physical Address 7509 Emerald Drive Voice 252-354-3424 Fax 252-354-5068 Re: CAMA Permit Application Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements The above referenced project does not require NCEPA or NEPA review and will be designed and constructed in compliance with State regulations for this type of activity. The proposed project is located on public lands currently owned by the Town of Emerald Isle and will be funded with public monies. The project will be owned and operated by Town of Emerald Isle and will be accessible to the public. Sincerely, �1 4-/LAT- Frank A. Rush, Jr., Town Manager RECPVE[5 DCNA-1VHD:C1PY LAMA Major Permit Application Attachments Attachment F Site Photographs ,2�:CCIVED DCT 15 2914 RECEIVED MHDdIW 171014 DCM-MHD CITY Town of Emerald Isle W&1 mottott a nmhoi Park Drive Parking Lot and Drainage Improvements 4 i ypypCi'� -e+ 1 vVtn t� RECEIVED N�, Npv 111014 DCM-MHD CIV Ail f LAMA Major Permit Application Attachments Attachment G Agent Authorization Form RECEIVED NOY 17 tw DCM-MHD CITY RECEIVED OCT 15 701f RECEIVED DCNi- Hf)(uiT+ NOY 17 M4 DCM-MHD CfTY Town of Emerald Isle ,d" mottott a mchoi Park Drive Parking Lot and Drainage Improvements Date N.C. DIVISION OF COASTAL MANAGEMENT ?jwG '4 AGENT AUTHORIZATION FORM Name of Property Owner Applying for Permit: ToWil of Cmer,ld CS to Frsvk h, iL4sF, % Turn 14-1rrsyr. Mailing Address: iS(jo Emrrstai D,iw Em„ ,In isir . NC 2£s44 I certify that I have authorized (agent) Mvf ,-)l t W(W to act on my behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to install or construct (activity) V2r Kiry I, t xd -Own L, 4' rMp rtvrM A at (my property located at) En,ir,rn ocr» K•s rnal Anrs� (rnrr, ld prwr This certification is valid thru (date) Prole, l- Clmf lr fir+ fm 7110f1t Property Owner Signature� ` Date aECENED ynv 17 1014 DCM-MHD CITY LAMA Major Permit Application Attachments Attachment H Previous State and Federal Permits 'zECEIVEL, RECEIVED OCT 7 5 ZO?4 NOV 17 201� i F!u t.ls DCM-MHD CITY Town of Emerald Isle ,111„ moron a roCnoi Park Drive Parking Lot and Drainage Improvements <W'lb�9`/0318 JOHN P. MCLEAN ENGINEERING ASSOCIATES 106 Manatee Street March 16, 1994 Cape Carteret, N.C. 28584 Tel: 919-393-2219 Mr. Dan Sams, P.E. Fax: 919-393-2463 Department of Environment, Health & Natural Resources 127 Cardinal Drive Extension MOM8�ff, Wilmington, North Carolina 28403 1 MAR 21 1994 Re: Sedimentation and Erosion Control Plan Submittal Emerald Isle Beach Access, Parking and Bath House, Carteret County, N.0 .................... Dear Mr Sams, Enclosed herein you will find an application, check and appropriate drawings for review for the Emerald Isle Beach Access, Parking and Bath House Project, at Emerald Isle, Carteret County. The property is located on the East side of the Emerald Isle Fishing Pier. The project has no natural outlet for drainage to the sound, so I have provided an infiltration bed (Turf Stone) in the lower area of the parking lot. There is -a depressed dry pond approximately 20 feet wide and 200 feet long on the east side of the property which is itself about 3 feet lower than the lowest part of the parking lot. It will serve as an outlet in the event of overflow needs. The bottom of the depression is several feet above the ground water table. The soil is identified on soils maps as Duneland-Newhan complex (see enclosure). The lowest part of the project is at least 5 feet above the ground water table for the island. Please review the enclosed items: 1. Financial Responsibility Form 2. Check for $ 30.00 3. Narrative 4. Drawing 5. Sample Calculations 6. Flood Map of Emerald Isle 7. Soil Map of Emerald Isle By copy of this letter I am submitting documents to the Stormwater personnel along with a Submittal Form for aii ^^�.�!^� in accordance with instructions from the Town Board of Emerald Isle. C I 0, Thank you for your assistance in this matter. Sincerely, tohnMcLean inda Lewis Pete Allen Dave Adkins Charles Jones (CAMA) MAR 2 1 1994 DEM ^01 #5 i `i4C 4 RECEIVED tinv 17 IN DCM-MtiD CTv FINANCIAL RESPONSIBILITY/OWNERSHIP FORM SEDIMENTATION POLLUTION CONTROL ACT No person may Initiate any land -disturbing activity on one or more contiguous acres as covered by the Act before this form and an acceptable erosion and sedimentation control plan have been completed and approved by the Land Oualffy Section, N.C. Department of Environment, Health, and Natural Resources. (Please type or print and, it question Is not applicable, place N/A in the blank.) Part A. 1. Project Name 61NfRR&LD 15LF- BEZC-A Ac4SsS1PORK(J(r /13479 NoUSE 2. Location of land -disturbing activity: CountyCARTE2ET' City or Township EMEF?6L o 1,521-E and Highway / Street A 3. Approximate date land -disturbing activity will be oommenced: 1� a I =E H ei 4 4. Purpose of development (residential, commercial, Industrial, etc.) : PistZK4NG I.Ln' �p'` BLI C-) 5. Total acreage disturbed or uncovered (including oft -site borrow and waste areas) : O. 6 S 6. Amount of lee enclosed $ �0 7. Has an erosion and sedimentation control plan been filed 7 Yes `� No 8. Person to contact should sediment control Issues arise during lar"Isturbing activity 9. Landowner (s) of Record ( Use blank page to list additional owners.): 7o>A/►J Gf! EHQL T=�LF Name (s) 4TrW-f70g., rk�TE QLLEid J500 GM09ALD DIZ[Va Current Mailing Address Curren) Street Address EME1Zp LD lSLE . I4C Z.859 4 �ECF v Clty State Zip City Slate Zip NOV 17 ? DCM-Mi7 i, ._a V tO. Recorded in Deed Book No. Page No. Part B. 1. Person (s) or firms (s) who are financially responsible forlhls land -disturbing activity (Use the blank page to list additional persons or firms)):: f kTia- dLLEtA) H AiAAGE_F— Name of Person (s)or Finn (s) Twg OF EMSR&I-.b ISLE 750o IW5RALD DRIVE Mailing Address Street Address EMEK,ALD ISLE 11�G Z85" City State ,Zip Telephone g) 9'3rJ�— 342 Y City Telephone State Zip DENSITY PROJECT DATA ENGINEERED Project N Location (County, , Address, State Owner's Name 1 [�w J OF EMERALD LIE Mail Phone Numberg 19 - 354 - 3k: ¢ Submittal Date n t 9� Brief Descripi ion (include map and appropri4e draw Name of Water Body Receiving Stormwater Runoff Classification of Water Body '�;A If SA waters, engineered system, and distance is <0.5 miles, attach report of chloride sampling results mg/I State/Federal Permits/Approvals Required (Check appropriate blanks) CAMA Major 404 Permit Other (Soecifl ✓ Sedimentation/Erosion Control ►� DEM/DHS Sewage Disposal CALCULATION OF BUILT UPON AREA Built upon area means that portion of a development that is covered by impervious or partially pervious cover including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project includes areas draining to different water classifications, please note them separately below. Subwatershed Subwatershed Classification Sd Built upon area O. F12 L1G Total Project Area 6.795 1LG % Built upon Area 65 Allowable B/U Area 25 Is the Project B/U Area S the Allowable B/U Area? No (If no, an engineere % Built upon area = (built upon area / total project area) * 100 Built upon area limits for projects to meet density: SA waters --- 25%, Other ---30% STORMWATER COLLECTION SYSTEM pdV i . vGM MNo cm d system is required.) Office use only RE c E v bD MAR 2 1 1994 OEM "oJ #SWE 01403IF March 14, 1994 Emerald Isle Beach Access/Parking/Oath House I�Jn(U U White Oak Township, Carteret County, North Carolina MAR 2 1 1994 DEM NARRATIVE: r".OJ This property is located on Bogue Banks, within the City Limits of Emerald Isle, along the eastern side of an unnamed street which leads W the Emerald Isle Fishing •Pier. The pier has been in this location since the 1950's. The property to be developed into a beach access/parking/bath house facility, is presently a campground area with existing septic tanks and hookups for septic disposal, water supply and electricity for overnight campers. The land is 0.795 acres. The site joins a tract developed last year which is presently being used as a day parking facility. Because the tract purchased in the past is 0.795 acres, and this tract is 0.795 acres, it is apparently subject to Sedimentation and Erosion Control approval. The owner of the tract is: The Town of Emerald Isle % Pete Allen, Manager 7500 Emerald Drive Emerald Isle, North Carolina 28594 Phone No. 919-354-3424 The actual acreage of this development is 0,795 acres. A check is enclosed herein for thirty dollars ($ 30,00). The development plan includes the construction of a bathhouse, a parking area and septic system to accommodate the bathhouse. The entrance road and parking will be on a marl base (CABC). There are NO 404 Wetlands on this tract. The engineer is: John P. McLean, P.E. 106 Manatee Street [:CEP,'Do Cape Carteret, North Carolina 28584 919-393-2219 13CT 3 The amount of impervious area on the tract is 65 %. Sample calculations are included herein. This plan uses a "Turf Stone" to direct the runoff water into the ground near the north terminus of the parking lot. The "Turf Stone" will be filled with clean washed river rock or granite to fill voids in the block. The aggregate shall be graded so only large (1" to 1 1/2" Stolle will be used to fill the block. A topographic map has been prepared which shows contours of 12 to 19 feet. The property slopes from the south end toward the north end and ultimately into a Swale which is located across the east end of the property. The flood maps indicate a Zone C.(See FIRM map No. 370047 0004 C, Revised 3/4/85, Town of Emerald Isle, Carteret County, N.C.) RECEIVED Nov 17 X9 DCM-MHD CITY J' j M NATIONAL FLOOD INSURANCE PROGRAM J I FIRM y FL00D INSURANCE RATE MAP I TOWN OF EMERALD ISLE, NORTH CAROLINA CARTERET COUNTY ' r 11111111111111111 1 _.. E; IIIII IIIIIIIIIII PANEL 4 OF 5 COMMUNITY -PANEL NUMBER 370047 0004 C MAP REVISED: MARCH 4,1985 Federal Emergency Management Agency aI NOYf7 OQM,41�fa tb.rtr,''S ?ONE C 1'q'tF''t ,t y<' ITE O C E A N COAST AL BA::f fitli Al 11 LANOWAIM OF fill !,I 11,1111 SOUND • i fF '�`114 _*{; t.i.{tom � • .yt, ♦Zf f,.{�SSS�����, �t 3.;t p 1 ♦s s A 1 ZONE A (EL8) ✓' H J � F 1 I V I FiM x x o III OCEAN ry WM-j x COASTAL BASE F1000 LANDWARD OF T14E SIM l41 L � U L PEAR 2 1 1994 U E M RECEIVED r..pJ 5W8 9yS1' NOV 17 1014 DCM-MHD CITY v t 4 ; y r) v. •1 f r 1 1 T. � I � � ' r I. r„��� �•i {I�1•:11. is - • fo A M' or 0 t I ell It • WAN I E4��)+3�✓ S r.�' Its 1 ) If /,'/.✓:I��• `� r �J! � � If (✓ dF 1 ;"rlSy, IR<<! )I r 1dF f i µ{ I ,i 1 % � 01 i g r r' . a' (' Y }`/ kl� e. i yr�� ��1 j�.r i�..%�•" r' 1 � i y', FF f.(h. o i t'I� ), J . I it ) _ : I • � y � �, ! �iJi �` j Y+ ��/, SOILS OF THE OUTER BANKS Guide to Mapping Units t1AP SYMBOL MAPPING UNIT 1 Beach, occasionally flooded 2 Leon fine sand 3 Beach-Foredune association 4 Bohicket soils, low 5 Tidal flats 6 CartereL soils, low 7 Corolla fine sand 8 Corolla fine sand, forested 9 Corolla-Duckson complex 10 Dredge spoil 11 31obonny soils 12 Duckston fine sand 13 Duckston fine sand, forested 14 Duneland 15 Fripp fine sand 16 Levy soils 17 Madeland 3.8 Carteret soils, high 19 Carteret soils 20 Currituck soils 21 Newhan fine sand 22 Newhan-Corolla com le 23 Duneland-Newhan complex 4 Newhan-Ur an lan comp ax 25 Waitau tine sana 26 Conaby soils 27 Echaw fine sand 28 Kureb fine sand 29 Currituck soils, high r 31 Bohicket soils, high RECEIVED NOV 3 7.1014 DCM-MHD CITY established and maintained. American beachgrass and hitter panicum are suitable for this purpose. After stabilization has been accomplished, shrubs can be planted in areas protected from salt spray. Suitable species are waxmyrtle, northern bayberry, yaupon holly, ragweed, flameleaf sumac, and seacoast bluestem. The shrubs will provide not only a more permanent cover than the grass but also an environment within which other native plants can become established. 23) Duneland-Newhan complex V/ This mapping unit is in the immediate area of the dunes that parallels the ocean. A major portion of the unit is essentially bare of vegetative cover and is called Duneland. The minor Newhan soils are vegetated, but plant density is variable. Because of their intricate pattern of occurrence on the landscape, it was not feasible to separate these two soil conditions at the scale used in mapping. The soils are sandy and droughty, and water moves through them readily. Slopes are variable. They range from 2 to 30 percent or more, but as a rule, short complex slopes are more common. The water table is several feet below the sur- face. r»' i'• :... "-I i 'Atli Hj•r Ili ;:. '• .Y ',; Fig. 45 Bare dunes are subject to blowing. Fencing and silt screens in the background are typical struc- tures used to control wind erosion. ,,, .. RECEIVED Nnv 17 (55) ')CA4� rtt Duneland occupies more than half of the mapping unit. it consists of areas of blowing sands with less than 15 percent vegetative cover. The sand material is composed of stratified layers of mostly fine and medium sand. The minor occurring Newhan soils have more than half of their surface covered with vegetation. Their soil properties are the same as described in units 21 and 22. The major limiting factor of the Duneland-Newhan complex that effects development and recreational uses is the blowing sand. Structures and plants on these areas are subject to either being undermined or covered by the_.sand. Tile potential for blowing sand on these areas is greater than that on areas mapped as Newhall fine sand, unit 21, but less than that for Duneland unit 14. Areas of Duneland-Newhan soils should be stabilized before development for homesites and recreational areas is considered. Once these areas are stabilized, the soil characLoris L-ic:, and int-erpreL-ations for use would be the same a those given for. the Newhan soils. Only the most drought -tolerant plants should be used to stabilize these soil areas. American beacligrass and bitter panicum are suited for this purpose. After stabilization has been accomplished, shrubs can be planted in areas protected from salt spray. The best adapted species are waxmyrtle, northern bayberry, yaupon holly, and flameleaf sumac. The shrubs will provide a more permanent cover than the grasses as well as an environment within which other native plants can become established. 24) Newhan-Urban land complex d1CT 16 V" This mapping unit consists of areas of Newhan soils and urban land that are too intricately mixed to be separated at: the scale used in mapping. They occupy developed areas such as Nags (lead. i Newhan soils occupy more than half of the mapping unit. Their soil properties and interpretations are similar- to those given for Newhan fine sand, unit 21. RECEIVED Nnv 17 209 DCM-MHD CITY (56) JOHN P. MCLEAN ENGINEERING ASSOCIATES 106 Manatee Street January 27, 1994 Cape Carteret, N.C. 28584 Tel: 919-393-2219 Mr. Pete Allen Administrator Fax: 919-393.2463 Emerald Isle Town Hall 7500 Emerald Drive Emerald Isle, N.C. 28594 RE: Emerald Isle Bath House & Parking Lot Dear Pete, I met with Gerald Kraynak this afternoon, explained the proposed purchase in Block 13 and the general site development plan. We also made a site inspection. I explained that the Town of Emerald Isle does not own the middle tract (0.795 acres) which is currently under consideration, but the tract will be purchased this spring. I explained that we will rearrange just about all of the 0.795 acres to be purchased, by grading and installing rock for parking, Further, I explained that the Town of Emerald Isle would like to provide a public bath house in addition to the parking lot improvements prior to May 30, 1994, After Mr. Kraynak understood the information above, he told me that the Town of Emerald Isle is NOT required to obtain an approved Sedimentation and Erosion Control Plan. With that understanding, we will not have to obtain a Major CAMA Plan. I will proceed with plans to develop the bath house and parking, and will keep in mind the request from Dave Adkins that we provide some alternative to the sheet flow which now exists, I will be out of the office until Thursday of next week. Sincerely, P. n P. McLean Gerald Kraynak Charles Jones Dave Adkins Gordon McAdams Kathy Vinson Alesia Sanderson FilcEIBHouse.2 JAN 3 1 1994 U D E IN 71# RECEIVED Nov 17 2014 DCM-MHD CUy State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson Jonathan B. Howes, Secretary Regional Manager April 7, 1994 Mr. Peter S. Allen, Town Administrator Town of Emerald Isle 7500 Emerald Drive Emerald Isle, North Carolina 28594 Subject: CERTIFICATION OF COMPLIANCE with Stormwater Regulations Stormwater Project No. SW8 940318 Emerald Isle Beach Access Carteret County Dear Mr. Allen: The Wilmington Regional Office received a Sedimentation and Erosion Control Plan for Emerald Isle Beach Access on March 21, 1994. Based on our review of the project plans and specifications, we have determined that the total built upon area associated with this project is less than 1 acre and utilizes Best Management Practices(BMPs) for enhanced stormwater management and therefore complies with the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(a)(1). No additional impervious surfaces (sidewalks, outbuildings, etc.) shall be built other than that which is shown on the plans submitted and approved by this Office. Any modification of the plans submitted to this Office and approved by this Office or further development of this contiguous project will require an additional Stormwater Submittal/Modification and approval prior to initiation of construction, regardless of the fact that such modification may be less than one acre. Modifications include but are not limited to; project name changes, transfer of ownership, redesign of built -upon surfaces, addition of built -upon surfaces, redesign or further subdivision of the project area as shown on the approved plans. This Certification shall be effective from the date of issuance until rescinded. The project shall be constructed and maintained in accordance with the plans and specifications approved by the Wilmington Regional Office. This Certification does not supersede any other permit or approval. The developer is responsible for obtaining any and all permits and approvals necessary for the development of this project. This could include the Division of Coastal Management under CAMA requirements, the Division of Environmental Management under Wetland 401 Water Quality Certification and/or a Dredge and Fill Permit and/or a Sewer Extension/Collection Permit, U.S. Army Corps of Engineers 404 Wetland Permit, NPDES stormwater permit if disturbing five acres or more, local County or Town Agency permits under their local ordinances, or others that may be required. RECEIVED 127 Cardinal Drive Extension, Wilmington, N.C. 29405-3845 • Telephone 910-395-3900 • Fax 910-350-2004 NnV 17 2014 An Equal Opportunity Affirmative Action Employer DCM-MHD CITY Mr. Allen April 7, 1994 Stormwater Project No. SW8 940318 If you have any questions concerning this matter, please call Mr. Greg Stuffs or myself at (910) 395-3900. Sincerely, Dave Adkins Water Quality Supervisor DA/ges: S:\WQS\STORMWAT\CERTIFIC\SW8940318 cc: Mr. John P. McLean, P.E., John P. McLean Engineering Associates Mr. William Whaley, Carteret County Inspections Bradley Bennett Wilmington Regional Office Central Files REckIVM RECEIVED ti�T l 5 Z04 NOY 17 XW • Emerald Isle 05_07 Local Government Permit Number CAMA MINOR DEVELOPMENT PERMIT as authorized by the State of North Carolina, Department of Environment, and Natural Resources and the Coastal Resources Commission for development In an area of environment concern pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management' Issued to the Town of Emerald Isle, authorizing development in..the Ocean Hazard (AEC) at the Eestern Ocean Regional Access, in Emerald Isle, as requested In the permittee's application, dated 413/07. This permit, issued on 6/16/07, is subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void. This permit authorizes: Construct a public observation deck and handicap accessible beach access ramp. (1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s) dated received on 4/10/07. (2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations, applicable local ordinances and FEMA Flood Regulations. (3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and modification of this permit. (4) A copy of this permit shall be posted or available on site. Contact this office at (252) 808.2808 for a final inspection at completion of work. (Additional Permit Conditions on Page 2) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. From the date of an appeal, any work conducted under this permit must cease until the appeal is resolved. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. Any maintenance work or project modification not covered under this permit, require further written permit approval. All work must cease when this permit expires on: DECEMBER 31, 2010 In Issuing this permit it is agreed that this project is consistent with the local Land Use Plan and all applicable ordinances. This permit may not be transferred to another party without the written approval of the Division of Coastal Management. i Ryan Davenport C A LOCAL PERMIT OFFICIAL 400 Commerce Ave. rc," Morehead City, NC 28557 „ OCT i ., =:iC�tVED PERMITTEE (Signature required if conditions above apply 141p1lrriiQ 2014 DCM-MHD CITY Name: Emerald Isle Minor Permit # 05-07 Date: 5116107 Page 2 (5) All buildings constructed within the ocean hazard area shall comply with the NC Building Code, including the Coastal and Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as required by the National Flood Insurance Program. If any provisions of the building code or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more restrictive provision shall control (6) All buildings must be elevated on pilings with a diameter of at least 8 inches in diameter if round, or 8 inches to a side if square; and the first floor level of the sills and joists must meet the 100•year flood level elevation. (7) All pilings shall have a tip penetration greater than eight feet below the lowest ground elevation under the structure. (i 0)Dune disturbances will be allowed only to the extent necessary for development and if the dune's protective value is not weakened or reduced. Disturbed dune areas will be immediately stabilized. (11)AII unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective sedimentation and erosion control measures. Disturbed areas shall be vegetatatively stabilized (planted and mulched) within 14 days of construction completion, . (12)Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by changes in shoreline configuration. The structure(s) shall be relocated or dismantled within two years of the time when it becomes imminently threatened and in any case upon its collapse or subsidence. However, If natural shoreline recovery or beach renourishment takes place within two years of the time the structure becomes imminently threatened, so that the structure is no longer imminently threatened, then it need not be relocated or dismantled at that time. This condition shall not affect the permit holder's right to seek authorization of temporary protective measures allowed under CRC rules. (13) The accessway must not exceed six feet in width and shall provide only pedestrian access to the ocean beach. (14)The accessway must be constructed so as to make negligible alterations to the frontal dunes. This means that the accessway must be constructed on raised posts or pilings of five feet or less in depth, so that wherever possible only the posts or pilings touch the frontal dunes without any alteration to the dunes. In no case shall the frontal dune be altered so as to significantly diminish its capacity as a protective barrier against flooding and erosion. (15)Construction of the accessway be shall consistent with all other applicable local ordinances and N. C. Building Code standards. (16)The access ramp shall only extend onto the beach far enough to meet ADA requirements as depicted on the plat dated 10/10/06 SIGNATURE: PERMITTEE DATE: RECEIVED Noy 17 21N .CFNI �k Project Is In An / AEC HAZARD NOTICE ✓ Ocean Erodible Area High Hazard Flood Area Inlet Hazard Area Property Owner: Property Address: Date Lot Was Platted: 2'101 Em«>md pr"Jt E X I NC 21541 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 anAEC 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 ifthey 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 Z feet per year. The rate was established by carefiml analysis of aerial photographs of the coastline taken over the past 50 years. Studies also indicate that the shoreline could move as much as S° feet landward in a major storm. T e flood waters in a major storm are predicted to be about �L 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, jetties 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. . rjr��tY ro^ May. Applicant Signature Date 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 ofpermit 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 major shoreline change as the result of a storm within the 60-dayperiod will necessitate remeasurement of the setback. It is important that you check with the LPO before the permit 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. Local Permit Officer Address Locality Phone Number RECEIVED NnV 17 2014 DCM-MHD CITY Revised 2107 OCEAN HAZA,RRQ EC NOTICE Project is in an: Ocean Erodible Area Y High Hazard Flood Area Property Owner: Property Address: Date Lot Was Platted: �bti/✓l O `C G me a'70I Emwald pn+, 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 oceaMerosion rate for the area where your property is located is 4n, feet per year. The rate was established by careful analysis of aerial photographs of the coastline taken over the past 50 years. ' also indicate that the shoreline could move as much as Sey s feet landward in a major storm. Ttt�#lood waters in a major 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, jetties 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. t a/1 t 11 r Property Owner Signature Date ". K Y~J-' Inlet Hazard Area 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 major 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 permit 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: C /4 M /9- Local Permit Officer Address , U "D4 Locality Phone Number RFCFNED Nov 17 ?ON DCM-WiD,CUY Revised May 2010 Nor GAROu: CJ,RrEERET COUNTY Tye gtawmeN an¢ orb oerd6oe le are dulye k��! reedw¢and time and'�n ur 800x and PpH " on the pR, N15. M,llof. rq o Joy Latmene TERET CBUNTY 6F ORC1304410 /13/H009 TlP.J. IDof06 NORTH CAROLINA SPECIAL WARRANTY DEED ParcelldwtfkzN Veritfedby CoanWoodre.dayof .20_ 7bb 6vtnlmmt,noP,epatrd by: Rlrlurd L. Swaley, fill C.Im-Street Bwufwt, NC 25516,w title ntwt performed Driafde.4b..1artbebdeu L'I' OCI+AN ACCESS TRACT ANO STREETS BLOCK 13 Fr rva et n ISLE TMSDEBD®delid.,14th dayof April 2o�09by and be --cc To.n of Gmrnld UIe, Wu¢kipa(C¢rpm.tlm 7500 Raw ld Drive Euurald I.1 , NC 2F594 STATE OF NORT6I CkROLINA a body poUdc sod w",.w c/o Salo P,olatty Oflbu:, 132, Wail Srnlce Crow, Mt.1#14 NC 27699-I32I 71he duipidooOmtm andG,ankc m wed h=ioah.11 Iecivdosaid partial, theirleht, $=taon, and w,hpw, and shall UWIUds .uyluhr, p144, oa,euiwe, r'mtdnloe or MIw u required by eo¢leal, WrTWMETH, IWt the Gavmr,fore nimble eoaehlmadaapaid byh, Corse, we raFdpt orvddch w basby.c .bdyed, has sod bythuepteacele does pxc4bar0alc: wH udwuwyunw the Greene w fcc sloople, alltbateenalA worpmulpfiand3ioated io the City of Emmld We Whit. Ouk T.r hip, CAItTHREl' County, Nmtb CaoEna and more partl¢vluly deacdbcd u faliw3: oe.un 3ccea net and etee, righre of wny v ducrlbed an aoecbed exhibit. 'I'ille is eonveycd in fee alwplc.ubjeo l9 cotdltim UbseWmt, with dre poisiblllty of -warm, in sccorduce wim the 1erm3 3 Fcelh on Exhlbh B, and me other permitted exceptions m Exhlbh B. the taco ofwhieh ua'uwarporued herein by tererenco, ThepropedyhuelnebovedMgbalvuwqukcdby Orwmbyin3numeWr ,dedio Heak page A map 36pad¢g 1be above deacrtted property le molded to PlatBaot 31 page 671 NC Bar AuaciedenPamN., 1.6 O 19T7, 20m Printed by ASmmeaat with the NC Bar A3webnloo-1981 S.IU4a C epolatioy 333 H. Six Fallm Rd., Raldgh. NC 27� BOOK Al� PAGEL" p .e �t JUL 21 p014 T)CM.Ma �CEIVED Nnv 17 1014 1xm-rwy4c4y TO IIAeBAND TO HOW lhvefOtuddlOterpanxl ofland and aupri4ese.eed eppmteOmmtbamwhelOvbaBmtheGton4O iu feO abq,ie. Aad the Gnrmo[cuaanaotewlthtbe Ormke, That O W nwr ha doaaadhm8 w je:pe4rucb IWev GWdmr tecefc4ad GuW aeriem tvanmt ed dcfmd the tide agumt Lb. lawfyl dabs Oren pmdm ce'm5m by, Ueda or through Gtmwr, O0w then the fouaMog eaceptinm; Pmemen4 end restriction ormcew, IN WITNESS WHEREOF. the Gmntereua ddy eaaWtrd the bmpi.l T.Of a ,gdd ha s N wlel I f1leafty f++ne Br. Yry Br. THIc Clerk Br.. •irdr: S4Ie ofNedh Cmlme-Coumy dC 4 theeddetdgoatbrotayPublic oftbe COmryevd Sum awrcuW, eettLy that pmtam8yappeavl befmvme dLdrymd ecimOvedged thedoecmatldnotWefinedobWL44wnrotforbepwpamtherematpm4ed. WltuutOybadd mdNa4tldrtemp aracdlhu —deyef .20 My Conanlulm uvher. Notary Public Stua ofNuthCud is-Coanry of CARTEREC I, the W+dmbed NOury Pub ofof the Co" and S4k aforew" candy that Paoomdly came before me tbie day and acletervlydled that be Is the of T f P Idl l •un ..., allouh4]nlme dr W rym4cr✓wrdtOdllahOltYmiry+my/BedmlDermmhirylhdradtretmaahlP (adlke rfiranghdebuppllabwJ,md 0wtbyottthddrydulydvmeudobvaetOfwclteOtHy,,�,be+igaed Iheforcgeinglmtnmmtmluomaanl46abdfesitlaamd deed. Wlmeumyhmd=NmuialeMMPdrrnl,ltdrylLdvyef Ao:u .2009 MY CWmdul® Hapha+: N.w7 Pebllc SleleafNdd4 Gmllee. Ccvayof 1, the-0-93-4 Nawy hbli. of rhv Ceucty end S44 efh,&K .* that Wttnarmy hmdand Nd:siOlawmy Vlaal, lhb—day of .70_ MyComWladmBvbm: N.Pr Pubbc Th brcgOhryCcrtifimte(aJ oC .- iaruscariS�wb:m4ttt 7'iiuL4trud¢Olaud NircetdBraeetadWYrcg40ndatthedamandtbteewiWpeHcakmdPogcrbo«n Wrrpe fngpe8ehaeOf. IlOBEcer of Det& br CoWdy vye Deputy/Auiatmt. Reguteret Decdt NC Bu AatarJetlmPotmNo, L-6 o 1977. 2002 P&W by Auctmmtwith the NC Bar Aaanciatlnn-1991 Soffm Cdrpomroa, MR Sw Fmb Rd., PdlrlANC27609 a00� �-�nAC, E.'Ll.3�L-- �;y2"cC�'iG�J:g .l if JUL 212014 A STATE OFNOM MOLINA COUNTY OF CARTERET 1, C -L k a Notary public for said County and State, certify that Mhur Schools, Mayor of the Town of Emerald bit, and Wanda Fcrobce in the capacity of town clack, personally cemobefare me this day and acknowledged the due "m:utioa of tho foregoing instnurvent in the capaehy of Mayor and Town Clark of the Town of Emerald Bic, and that suid Tnwa Clerk did further affix the official seal or the Town thereto by authority duly given and as the as of the Town as a municipal corporation. Witness my hand and notarial seal this dnyyLY`of April 2g09. ayae / uvn t� gpOK� PAG 4f� -a AL 21 2014 MRMHDCiTY RECEIVED NnV 17 1914 DCM-MHD CITY LEGAL DESCR)FTIO44 FOR TOWN OF EMERALD ISLE TO STATE OF NORTH CAROLINA FORPIER PROPERTY Tract L• Beginning at the point ofintersection of the cost line of Park Drfve(60 foot right of way - sec agreement in Book 487, page 37) end the south line of NC Highway 58, and running thence with Ifighway 58, S 88.24.14 E 30.75 feet. S 89-39-10 E 90.06 feet and S 89.45-17 E 54.77 fact to the west line of a 6 foot walkway access easement to the Atlantic Ocean; thence S O4-15-51 E and along theviest line of the wulkwayeasoment adistenee of 670.87(ecl,momorlesx, lathe approximate mean highwuter mark of the Atlantic Ocean; thence with the mean highway mark S ss-m-38 W I71.34 feet to the cast tine of Park Drive if [be arms ware extended southerly to the high water mark; thence with an extension of the east line of Purk Drive N 04-35-09 W 01 29 feet, more or less, to the point of beginning. Tract 2i There is further=signed and conveyed such right, tile and interest held by the Town of Emerald Isle in the follawing non-exclusive casements: A. An casement 60 feet in width over and upon that certain right of way known as "Park Drive' '(60 foot width) dedicated to and maintained by the Towa of Emerald laic, extending from the south line of highway 58 (Emerald Drive) to the mean high water line of the Atlantic Ocean; B• An casement 60 fat in width over and upon that certain right ofway known me "Pak Drive", dedicated to and maintained by tho Town of 13mcmld Late, extending from the north line of NC Highway 59 northerly to the high water mark of Begun Sound; C. An cerement for access, construction and operation of n soundLront pier over any and all lands owned by the Town lying between the northern terminus of Park Drive and within the west and cast lines of Park Drive extended northerly, and the high water mark of Boguo Sound. The easements and tract conveyed herein ore shown on a survey prepared by Bell and Phillips Surveying, PLLC, accorded in Mup Book 31, page 671. Carteret County Registry, reference to said plat being made for greater eerminty, of description. Tmet I was conveyed to the Town by deeds recorded in Book 657, page 94, gook 729, page 364 and Hook 769, page 557. Carteret Cuunth Registry. The courses and distances shown on the survey shall control over any differences set forth in the metes and bounds description in tract I above. The easements conveyed herein are subj cot to the continuing right of the public and others to use tho same for access. _ The property and casements conveyed berein are subject to the terms and conditions of the Pier and Ocean Access Agreement and Option Agreement between the Town of Emerald Isle and the Stule ufNenth Curalinu duted February 23, 2009, the tams ofwhich are hacorpontcd herein by reference as if fully set out, including the right of reverter of title in and to the Town of Emerald Isle in the event the Project to be constructed on the above Propenics as described in the Picr and Ocean Access Agreement, including amendments thereto, has not been substantially compteledononccfore Decembcr31,2012, or the Initial daadlino extended duetolackof `j ,600KLI-(-D4=_PAG � � I funding until December 31, 2UI5. The possibility or right of inverter is guverned by the Option and Pier and Ocean Access AgrernMis with the tetras being incorporated herein by reference. The conveyance oMtact I is subject to existing utility a aincrie granted or hcmeforc rceervod and die rights ofthc general public as to the use and mjoynrcnt of all portions witbin the public Rust arena and below the high water murk cribs Atlantic Ocean. 411 BOOK Q�LqPAGt...a.4. Cyl 1 ECP3YYt JUL 21 2014 Nnv 17 you DCM-MHD CITY TERMS AND CONDITIONS OF CONDITION SUBSEQUENT AND REVERTER PERMITTED EXCEPTIONS TO TRANSFER OF PROPERTY BY TOWN OF EMERALD ISLE TO STATE OFNORTH CAROLINA 1. CONDTTIQNS SL&SEQUEND The pmpcny is conveyed to the State of North Carolina subject to the following terms and conditions: li) IC the Prjcel to be constructed on the Property, as Um Project is defined and described in that certain Pier and Ocean Access Agreement between the Town of F,memld isle as Garter and the State ofNarlh Carolina as Grantee dated February 23, 2009 (the "Agreement") as the Alinement may be subsequently amended as provided thacip, has not been substantially completed on or before December 31, 2012 (the "Initial Deadline"), then all interests conveyed herein shall revert to Grunter upon Grantor's re-entry onto the Pmpcny, restoring fee simple absolute title hm the Property to Grunter; provided, however, that if Grantee continues to work toward completion of the Project, including, the procurement of necessary funding, than title to the Property shall not revert to Orunlor at the Initial Deadline mid the deadline for substantial completion of die project, subject to the same revervionwy interest of Grantor as act forth above, shall be extended to December 31. 2015 or such later date as Coulter and Cremes may mutually agree upon in writing; or (b) if at any time the Property ceases to be used for die public purposes described in the Aipeomrnt then all interests ipmaticd herein shall revert to Grater upon Grantor's re-entry onto the Property, restating fee simple absolute Title in the Property to Grantor. In the event of such revewian of title, Grantee shall have the right to remove all Brits personal property from the Property at its sole cost and expense and all rsxturaa and buildings situated on the Property shall revert to Gmmee. '11MEMMMMIC103 1. Gonrul utility easements for the plactancat and maintronacc of olcetrical, talcphanc and water utilities and services to the Property curd adjoining lands. 2. The rights of the public -and property owncts and their guests as to the use of Park Drive on the south and north aide of Highway 58. 3. The rights of thegencmlpublicastotheuseandenjoymenrofallareaslyingbelowthehigll water marks ofboth Boyars Sound and tic Atlantic Ocean. 4. The Agrccmclt regarding the location of Park Drive as act forth in Book 487, page 37, Curlrct CountyRegistry. 5. [tights resrvcd for the placement and mac of utilities in die deeds to Emcmld Isloin Book 657, page 94, Back 729. page 364 and Back 769. page 5$7, Contact County Registry. 800 .SAGE � D CS� DC n•mm r.q-ir Project is in an Property Owner: Property Address: Date Lot Was Platted: OCEAN HAZA' R/D`4EC NOTICE Ocean Erodible Area Y High Hazard FlloPd Area Z'70 ( Em.,let Prre 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 oceaMerosion rate for the area where your property is located is ofnh feet per year. The rate was established by careful analysis of aerial photographs of the coastline taken over the past 50 years. ItSgtiey also indicate that the shoreline could move as much as feet landward in a major storm. Tltg Mood waters in a major storm are predicted to be about /b 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, jetties 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. ( tell (1IY Property Owner Signature Date Inlet Hazard Area 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 major 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 permit 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. CAM Local Permit Officer %S00 e'ol,reV Q-_ Address W' / / it lam/ D4 Locality aM--jue,26v� Phone Number RECEIVED OCT 80 2914 ()CM-MND, CITY Revised May 2010 BEFORE YOU BUILD Setting Back for Safety: A Guide to Wise Development Along the Oceanfront When you build along the oceanfront, you take a calculated risk. Natural forces of water and wind collide with tons of force, even on calm days. Man-made structures cannot be guaranteed to survive the force of a hurricane. Long-term erosion (or barrier island migration) may take from two to ten feet of the beach each year, and, sooner or later, will threaten oceanfront structures. These are the facts of life for oceanfront property owners. The Coastal Resources Commission (CRC) has adopted rules for building along the oceanfront. The rules are intended to avoid an unreasonable risk to life and property, and to limit public and private losses from storm and long-term erosion. These rules lessen but do not eliminate the element of risk in oceanfront development. As you consider building along the oceanfront, the CRC wants you to understand the rules and the risks. With this knowledge, you can make a more informed decision about where and how to build in the coastal area. The Rules When you build along the oceanfront, coastal management rules require that the structure be sited to fit safely into the beach environment. Structures along the oceanfront, less than 5,000 square feet in size, must be behind the frontal dune, landward of the crest of the primary dune, and set back from the first line of stable natural vegetation a distance equal to 30 times the annual erosion rate (a minimum of 60 feet). The setback calculation increases as the size of the structure increases [15A NCAC 7H.0306(a)(2)]. For example: A structure between 5,000 and 10,000 square feet would require a setback from the first line of stable, natural vegetation to a distance equal to 60 times the annual erosion rate (a minimum of 120 feet). The graduated setback continues to increase through structure sizes greater than 100,000 square feet. PERMITTED STRUCTURE; ADEQUATE SETBACK i The Reasons The beachfront is an ever -changing landform. The beach and the dunes are natural "shock absorbers," taking the beating of the wind and waves and protecting the inland areas. By incorporating building setbacks into the regulations, you have a good chance of enjoying the full life of the structure. At first, it seems very inviting to build your dream house as close to the beach as possible, but in five years you could find the dream has become a nightmare as high tides and storm tides threaten your investment. The Exception The Coastal Resources Commission recognized that these rules, initially passed in June 1979, might prove a hardship for some property owners. Therefore, they established an exception for lots that cannot meet the setback requirement. The exception allows buildings in front of the current setback, if the following conditions apply: 1) the lot must have been platted as of June 1, 1979, and is not capable of being enlarged by combining with adjoining land under the same ownership; 2) development must be constructed as far back on the property as possible and in no case less than 60 feet landward of the vegetation line; 3) no development can take place on the frontal dune; 4) special construction standards on piling depth and square footage must he met; and 5) all other CAMA, state and local regulations must be met. The exception is not available in the Inlet Hazard Area. To determine eligibility for the exception the Local Permit Officer will make these measurements and observations: required setback from vegetation line exception setback (maximum feasible) rear property line setback max. allowable square footage on lowest floor PRE -PERMIT STRUCTURE, INADEQUATE SETBACK PRE -STORM BEACH PROFILE _ • POST -STORM BEACH PROFILE ONE YEAR AFTER STORM/BEACH REBUILDING After the storm, the house on the dune will be gone. The other house has a much better chance of survival. CAMA Major Permit Application for Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Prepared for: Town of Emerald Isle Prepared by: 1/11 moffatt & nichol 1616 East Millbrook Road, Suite 160 RECEIVED Raleigh, NC 27609 OCT 15 2014 (919) 781-4626 DCM-MHD CITY October2014 CAMA Major Permit Application Table of Contents Table of Contents Application for Major Development Permit — Forms DCM MP-1 and MP-3 Attachment A Project Narrative Attachment B Permit Drawings Attachment C Copy of Deed Attachment D List of Adjacent Riparian Land Owners & Notification Receipts Attachment E NCEPA Compliance Statement Attachment F Site Photographs Attachment G Agent Authorization Form Attachment H Previous State and Federal Permits RECENED OCT 1 61Q14 DCM-MHD CITY Town of Emerald Isle 1111011111 motrofr a nienoi Park Drive Parking Lot and Drainage Improvements 160014 APPLICATION for Major Development Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Town Of Emerald Isle Project Name (if applicable) Park Drive Parking Lot and Drainage Improvements Applicant 1: First Name Frank MI Last Name Rush Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 7500 Emerald Drive PO Box City Emerald Isle State NC ZIP 28594 Country USA Phone No. 252 - 354 - 3424 ext. FAX No. 252.241 - 6995 Street Address (if different from above) City State ZIP Email frush@emeraidisle-nc.org 2. Agent/Contractor Information Business Name Moffatt & Nichol Agent/ Contractor 1: First Name MI Last Name Mike Winters Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State 1616 E. Millbrook Road, Suite 160 Raleigh NC ZIP Phone No. 1 Phone No. 2 27609 919.781- 4646 ext. ext. FAX No. Contractor # 919 781 4869 Street Address (if different from above) City State ZIP Email mwinters@ moffattn ichol.com RECEIVED <Form continues on back> OCT 16 1111a 252-808.2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net Form DCM MP-1 (Page 2 of 5) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address Stale Rd. # Carteret 2701 Emerald Drive NC 58 Subdivision Name city State Zip n/a Emerald Isle NC 28594- Phone No. Lot No.(s) (if many, attach additional page with list) - - ext. I I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project White Oak 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. Town of Emerald Isle 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 231 ft 160,000 sq ft c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or n/a, I I N WL (normal water level) (If many lot sizes, please attach additional page with a list) 14.5 ®NHW or ❑NWL e. Vegetation on tract Grass/weedy vegetation f. Man-made features and uses now on tract Current man-made features: public gravel & asphalt parking lot, bathhouse, picnic shelter, on -site septic system, and timber beach -access walkways; Former man-made features: former Emerald Isle Pier & Thompson Steel Pier g. Identify and describe the existing land uses adlacent to the proposed project site. Residential homes and condominiums and public beach h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning? The parcel is not zoned by Carteret County; the property (Attach zoning compliance certificate, if applicable) is owned by the Town of Emerald Isle. No change in use ®Yes []No ❑NA is proposed for the site. j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No k. Hasa 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? irtt,tivev <Form continues on next page> OCT 1 F 71114 252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net Form DCM MP-1 (Page 3 of 5) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? []Yes ®No (ii) Are there coastal wetlands on the site? []Yes ®No (III) If yes to either (1) or III) above, has a delineation been conducted? ❑Yes []No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. Existing wastewater treatment is handled with subsurface disposal on site with a leach field on the east side of the site near the existing bath house. o. Describe existing drinking water supply source. Municipal p. Describe existing storm water management or treatment systems. There is no stone water management or treatment system on site; currently runoff from existing impervious areas drains towards the back of the site (Emerald Isle Drive / NC 58). 5. Activities and Impacts a. Will the project 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. Purpose: Project will serve as a public parking lot for beach access. Use: Facility will be used by the general public. Daily operations: Daily operations will comprise public parking and use of the adjacent facilities; regular public use is anticipated. 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. Construction will be via land -based equipment. Land -based equipment will be stored on -site for the duration of construction within a fenced area. Equipment specifics will be the responsibility of the contractor. d. List all development activities you propose. Project activities include (see project narrative for more detail): (a) Reconfiguration and resurface of an existing parking lot; (b) Installation of new stormwater treatment system and levelling of the site; and (c) Installation of new site lighting 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 project? 2.4 ❑Sq.Ft or ®Acres g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes []No [DNA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. The existing parking lot (impervious surface) conveys runoff as sheet flow generally towards the back of the site (Emerald Isle Drive / NC 58). The proposed storwater drainage system will collect and treat runoff from impervious surfaces, in accordance with the Town of Emerald Isle's Universal Stormwater Management Program. The parking lot will be graded to allow sheet flow towards inlets directing flow towards the main stormwater collection system. The main stormwater collection system will consist of detention chambers with a stone infiltration layer a minimum of 28 inches below the parking lot surface. Hydraulic analysis of the infiltration system was performed and it was determined no discharge would occur from the site during storms in excess of the 50-year, 24-hour storm, so no outflow pipe is included in the system. 1. Will wastewater or stormwater be discharged into a wetland? Dyes ®No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? Dyes []No ®NA RECEIVED j. Is there any mitigation proposed? ❑Yes ®No ❑NA If yes, attach a mitigation proposal. OCT 1 F 7W4 DCM-MHD Cm 252-808-2808 :. 1-888-4RCOAST :: www. nccoastal management. net Form DCM MP-1 (Page 4 of 5) APPLICATION for <Form continues on back> 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 major development application. Please consult the application instruction booklet on how to propertyprepare 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, Beady 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 See Attachment D Phone No. Address Name Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. NCDENR - Erosion and Sediment Control/Stormwater (4/1994, to Town of Emerald Isle, # SW8 940318) NCDENR - CAMA Minor Development Permit (for existing walkway, for Town of Emerald Isle, 512007, # 05-07) h. Signed consultant or agent authorization form, if applicable. I. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. Certification and Permission to Enter on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. 09e 1ti/a114 Print Name /frAltA.RAoTr r Gov. Man%,� Signature RECEIVED Please indicate application attachments pertaining to your proposed project. OCT 2 0 7111A ❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ®DCM MP-3 Upland Development DCM-MND CITY 252-808-2808 :: 1.888-4RCOAST :: www.neeoastalma nagement. net Form DCM MP-1 (Page 5 of 5) APPLICATION for Major Development Permit ❑DCM MP4 Structures Information RECEIVED OU 16 2014 DCM-MHD CITY 252.808.2808 :: 1-888-4RCOAST :: www,nccoastaimanagement.net Form 0CM MP-3 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this forth to Joint Application for CAMA Major Permit, Forth 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 b. Number of lots or parcels. proposed. 1 Asphalt & pervious paver parking lot; site lighting; stormwater treatment system c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads, acre). ditches, etc. n/a 106,800 square feet e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete) Division of Land Resources must receive an erosion and to be used for impervious surfaces. sedimentation control plan at least 30 days before land -disturbing concrete pavers, concrete & asphalt 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: concurrent with this application 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. entire tract is an AEC, see (i) for areas 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. Existing impervious % = 71 % (76,040 sf) Proposed impervious % = 60% (63,603 sf, neglecting credit for permeable pavers) j. Describe proposed method of sewage disposal. no change to the existing sewage system is proposed. 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). There will be no stormwater outlet pipe from the site, all water is designed to infiltrate the soil. h. 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: concurrent with this application 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 RECEIVED If yes, attach appropriate documentation. OCT 15 2014 DCM-MHD CITY 252-808-28082 :: 1-888-4RCOAST :: www.neeoastalmanaaement.net revised: 12126/06 Form DCM MP-3 (Upland Development, Page 2 of 2) m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) nla o. When was the lot(s) platted and recorded? n/a 1011 L 114 Date Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Project Name Frank Rush Applicant Na Applicant Signature n. (i) Will water be impounded? ❑Yes ®No ❑NA (ii) If yes, how many acres? p. If proposed development is a subdivision, will additional utilities be installed for this upland development? ❑Yes []NO ®NA 252-808.2808 :: 1-888-4RCOAST :: www.nccosstalmanagement.net RECEIVEr OCT 20 DCM-1vih , RECEIVED OCT 20 2014 DCM-MHD CITY revised: 12126/06 CAMA Major Permit Application Attachments Attachment A Project Narrative RECEIVED nrT 15 2014 DCM-MHD CITY Town of Emerald Isle bw mottott a n[onoi Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Project Narrative CAMA Major Permit Application for Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Project Narrative This application is for a CAMA Major Permit for the Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements project, prepared under the direction of the Town of Emerald Isle. This project was originally part of an initiative of the State of North Carolina to construct a new ocean pier and associated facilities as an annex to the aquarium located in Pine Knoll Shores. In 2013, the Town took over the project from the State and land was turned back over to the Town. The Town is using the remaining Waterfront Access and Marine Industry (WAMI) funding awarded for this project to complete the upland improvements (parking lot, stormwater, and site lighting) included in the original pier plan. Due to budgetary constraints, the site will also incorporate the use of an existing bath house (constructed in 1994), picnic shelter, and timber beach accesses on either side of the property. Under separate permit, the existing septic repair area at the northwest corner of the site will be relocated adjacent to the other existing septic repair area at south side of the site. For the original Pier project, a pre -application meeting was held at the Carteret CouRnootenitialEnviroa alth Department in Morehead City, NC on August 5, 2010 with representatives from NCDENR aCEF *w-.following information provides a description of the project, construction methodology, ntalimpacts. Location The project site, located at 2701 Emerald Drive, Emerald Isle, NC 28594 (intersection of NC Highway 58 and Park Drive), is on the site of the former Emerald Isle Pier, which was damaged from two hurricanes in 1996. Previously, the site was home to Thompson's Steel Pier— a steel structure with wood decking. The current site provides parking and a public access bathhouse. At the south west corner of the sites, the beach is accessed by an accessible wood ramp that traverses the dunes. The city also maintains a public beach access right-of-way along the east property line. Project Description The proposed project consists of three main upland improvements: regrading and resurfacing of the existing parking lot, installation of a below -grade stormwater treatment system, and installation of site lighting in the parking lot area. The flood elevation at the project site is +15.00 feet NAVD88 as determined from Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) number 3720631400J. The following site investigations were completed for this project (results are incorporated into the permit drawings). • Topographic and bathymetric survey, Rivers & Associates, Inc., November 2009 RECEIVED • Geotechnical investigation, S&ME, Inc., January 2010 OCT 15 2014 DCM-MHD CITY Upland Improvements Upland Improvements include a reconfigured and resurfaced parking lot, a new stormwater treatment system, and new site lighting. Additionally, the existing bath house, picnic shelter, and timber beach Town of Emerald Isle 1 11111101111 moHort s nienoa Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Project Narrative accesses on either side of the property will be maintained and refurbished as required for this project. The following table presents a summary of the proposed project. A description of each of project component follows. Project Summary Table Total Site 2.45 acres (106,800 square feet) Parking Lot Existing Impervious / Pervious 76,040 square feet (asphalt & gravel) / 30,760 square feet Proposed Impervious /Pervious (sand & grass) 41,567 square feet (asphalt/concrete) & 22,036 square feet (pervious pavers) & 43,279 square feet (grass) Stormwater Treatment System Subsurface infiltration system, permeable pavement Parking Lot The proposed parking lot at the project site will consist of asphalt pavement main drives (aisles) with the parking spaces constructed of concrete pervious pavers. The parking lot layout utilizes a circular flow pattern, resulting in approximately 154 total spaces (including 6 handicap spaces). The asphalt pavement aisles will be comprised of approximately 8" of aggregate base course over a 4" drainage layer (wrapped in geotextile filter fabric) on compacted sub -base and topped with approximately 4" of asphalt pavement. The pavement section will be designed in accordance with North Carolina Department of Transportation (NCDOT) specifications for heavier loads associated with buses, trucks, and other service vehicles. The concrete pervious pavers will be founded on a 2" layer of bedding sand and an approximate 8" thick drainage layer (wrapped in geotextile filter fabric) on compacted sub -base. Areas of pavers will be contained within a perimeter concrete curb to ensure that they remain locked in place. The parking lot will be cross -sloped to drain toward grass medians/swales located between parking areas. Stormwater Detention System With regards to stormwater, the Town of Emerald Isle has adopted the Universal Stormwater Management Program (USMP). Therefore, according to the town's Unified Development Ordinance (UDO), Section 6.3, it is required that the runoff from the first 2-inches of rain on impervious surfaces be collected and treated. Previous discussions with NCDENR — Division of Water Quality (DWQ) yielded that the minimum amount of stormwater to be collected and treeelkwould be based on the difference between existing and proposed impervious surface areas. T I tin a contains a rather large asphalt and gravel (impervious) parking lot (approximately 76,04 . Thp It ement aisles and concrete areas associated with the proposed parking lot only account for atgxjely 41,567 SF of impervious surface plus 25% of the paver area or 5,509 SF. Therefore, it would only be necessary to collect and treat runoff related to the proposed impervious surface area. The parking lot will be graded such that any surface runoff will sheet flow towards infiltration system inlets located between parking areas. The infiltration system will be made up of two arch type (open bottom) high -density polyethylene (HOPE) chambers similar to those manufactured by StormTech. An open bottom system enables treatment of the stormwater through the underlying soils and provides a volume safety factor based on the infiltrative capacity of the soils. The chamber material will meet the material specifications of ASTM F 2418 and are designed to exceed American Association of State Town of Emerald Isle 2 Park Drive Parking Lot and Drainage Improvements RECEIVED h1motto" n nicnoi OCT t F 7m4 DCM-MHD CITY CAMA Major Permit Application Project Narrative Highway and Transportation Officials (AASHTO) recommended design factors for earth loads and vehicular live loads. The foundation layer beneath the chambers will be 6-inches minimum of clean, crushed, angular stone (such as a N57 stone) compacted to 95% Standard Proctor Density. A non -woven geotextile filter fabric (AASHTO M288, Grade 2) will be placed between the foundation layer and compacted sub -grade. After installation of the detention chambers, a layer of non -compacted embedment stone, similar to the foundation stone, will be placed to a minimum of 6 inches above the chambers. An additional layer of geotextile filter fabric will be placed between the embedment stone and the overlying fill and/or pavement. Utilizing the lower profile StormTech model SC-310 chamber (16-inch), the minimum depth of this detention system is 28 inches. State regulations require that the stone infiltration layer be a minimum of 24 inches above the seasonal high water table (SHWT). Considering the pavement section (12-inch min), stormwater detention facility (28-inch min), and clearance (24-inches), the top of pavement would need to be positioned no lower than 64 inches above the SHWT. The preliminary soil evaluation performed for the site determined that the SHWT is in excess of 84 inches below the existing ground surface. Therefore, conditions on -site are favorable for the design and permitting of pervious pavements (at parking spaces) and a below grade stormwater infiltration system. An analysis of the detention and infiltration capacity of the system during large storm events showed that a surface discharge point was not necessary to handle overflows. The analysis showed that even the 100-year, 24-hour storm event could be detained and infiltrated by the system without any flooding at the surface. Site Lighting Four light poles with overhead lights are proposed for the new parking lot configuration. The lights will be placed along the outer rows of the parking area to provide low level security lighting for the public using the lot. Construction Methods, Schedule, and Monitoring The proposed project will be completed in one phase; anticipated duration of construction is 6 months. Start date of project is pending receipt of environmental permits and will accommodate the primary tourist season. Construction will occur on land. On land equipment will consist of excavation, grading, and lifting equipment. Staging area will be on -site and across main road on soundside property. Sediment and erosion control will be maintained using silt feeuvelify Potential Environmental Impacts The USFWS database (updated 9/22/10) was used to collect information on listed endangered and threatened species for Cateret County. • Turtles — Green sea turtle, Kemp's Ridley sea turtle, Leatherback sea turtle, Loggerhead sea turtle • Shore birds — Piping plover, Red -cockaded woodpecker, Roseate tern RECEIVED • Marine mammals— West Indian manatee OCT 15 2014 • Fish—Shortnose sturgeon DCM-MHD CITY Town of Emerald Isle 3 hA1 m0ttatt a nlChol Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Project Narrative • Invertebrates: Rough -leaved loosestrife, Seabeach amaranth The following is a summary of potential impacts from the proposed project to the surrounding environment and habitat. In general, the majority of the impacts are anticipated to be short-term due to construction activity. The project will not impact the existing dune structure. USFWS standard protection measures for endangered and threatened species and erosion control measures will be maintained during construction. In addition, the proposed project includes improved stormwater treatment. Water Quality No violations of State Water Quality Standards or significant impacts to water quality are expected. Stormwater No significant change in stormwater runoff associated with the reconfigured parking facility is expected due to the balance of impervious and pervious surfaces as compared to the existing facility. The parking area will be graded to allow sheet flow towards inlets directing flow towards the new main stormwater collection system. The collection system will consist of a series of underground detention chambers with a stone infiltration layer. Terrestrial & Estuarine Resources The project site is a beachfront property with an established dune system. No construction is proposed waterward of the existing dune system or existing bulkhead (sound side). Construction activities may have a minimal impact on shorebird during cons u, pn,JJ®JVrm impact is expected once construction is complete. �/vJ RECEIVED OCT 16 2014 DCM-MHD CITY Town of Emerald Isle 4 1N1 mO"0" a nlChol Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Attachments Attachment B Permit Drawings RECEIVEC OCT r F ?o," DCM-MHc 01' Town of Emerald Isle V, morroef a nienoi Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Attachments Attachment E NCEPA Compliance Statement RECEIVED OCT t 61n14 DCM-MHD CITY Town of Emerald Isle Moffatt & nlehol Park Drive Parking Lot and Drainage Improvements 7oum of Emerafif Isle Mayor Eddie Barber Mayo Pro -Tam Floyd Messer, Jr. Board of Commissioners Nita Hedreen Tom Hoover, Jr. John Wootten Maripat Wright Visit our web site at www.emeraldisle-nc.org I July 15, 2014 North Carolina Department of Environment and Natural Resources North Carolina Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Town Manager Frank A. Rush, Jr. frush@emeraldisle-nc.org Mailing Address 7500 Emerald Drive Emerald Isle, NC 28594 Physical Address 7509 Emerald Drive Voice 252-354-3424 Fax 252-354-5068 Re: CAMA Permit Application Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements The above referenced project does not require NCEPA or NEPA review and will be designed and constructed in compliance with State regulations for this type of activity. The proposed project is located on public lands currently owned by the Town of Emerald Isle and will be funded with public monies. The project will be owned and operated by Town of Emerald Isle and will be accessible to the public. Sincerely, Frank A. Rush, Jr., Town Manager RECEIVED OCT 15 ?M4 DCM-MHD ClI y CAMA Major Permit Application Attachments Attachment F Site Photographs RECEIVED OCT 15 2014 DCM-MHD CITY Town of Emerald Isle y'moreort a ewhoi Park Drive Parking Lot and Drainage Improvements NJ, 4 I/t YI J, qLti I iA CAMA Major Permit Application Attachments Attachment G Authorization Form RECEIVED OCT lb2014 DCM-M'HD C" Town of Emerald Isle offaH n hmhoi Park Drive Parking Lot and Drainage Improvements N.C. DIVISION OF COASTAL MANAGEMENT AGENT AUTHORIZATION FORM Date 71f01+y Name of Property Owner Applying for Permit: Towh of rmrra(d Isic Fra,k A, Yt�>4, fr Turn Min ar e. Mailing Address: 7so0 Eme-1911 prjv( EM"al'd Isf< . NC 2Esl` �Nr�a�I I certify that I have authorized (agent) M�fF��i> to act on my behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to install or construct (activity) VA,Kiry IOC �"t s1'�`AA+ u3� �nPrvvrn�b , at (my property located at) %9,i+vn of, R>7Ina1 �7ric+� tMcr, ld ph`/t This certification is valid thru (date) projrJ Cl—rlf h^ fn /lam '/' °f 1 y Property Owner Signature Date RECENED OCT 15 10+a DCM-MHD CITY CAMA Major Permit Application Attachments Attachment H Previous State and Federal Permits RECEIVED OCT 131014 DCM-MHD CqY Town of Emerald Isle ottott s nichoi Park Drive Parking Lot and Drainage Improvements SNN'P�q`la316 JOHN P. MCLEAN ENGINEERING ASSOCIATES 106 Manatee Street March 16, 1994 Cape Carteret, N.C. 28584 Tel: 919-393-2219 Mr, Dan Sams, P.E. Fax: 919-393-2463 Department of Environment, Health & Natural Resources �p 127 Cardinal Drive Extension I fflam .pn Wilmington, North Carolina 28403 II�nS I'���Ij MAR 21 1994 tJ Re: Sedimentation and Erosion Control Plan Submittal Emerald Isle Beach Access, Parking and Bath House, Carteret County, N.0. .................... Dear Mr Sams, Enclosed herein you will find an application, check and appropriate drawings for review for the Emerald Isle Beach Access, Parking and Bath House Project, at Emerald Isle, Carteret County. The property is located on the East side of the Emerald Isle Fishing Pier. The project has no natural outlet for drainage to the sound, so I have provided an infiltration bed (Turf Stone) in the lower area of the parking lot. There is -a depressed dry pond approximately 20 feet wide and 200 feet long on the east side of the property which is itself about 3 feet lower than the lowest part of the parking lot. It will serve as an outlet in the event of overflow needs. The bottom of the depression is several feet above the ground water table. The soil is identified on soils maps as Duneland-Newhan complex (see enclosure). The lowest part of the project is at least 5 feet above the ground water table for the island. Please review the enclosed items: 1. Financial Responsibility Form 2. Check for $ 30.00 3. Narrative 4. Drawing 5. Sample Calculations 6. Flood Map of Emerald Isle 7. Soil Map of Emerald Isle By copy of this letter I am submitting documents to the Stormwater personnel along with a Submittal Form for ag•4ngW*9Fe4-r4vn in accordance with instructions from the Town Board of Emerald IslesP ansz �l t .� �c Sl- c� a- .. C l c'•�' . Thank you for your assistance in this matter. Sincerely, P1��:� ohn P. McLean cc: Linda Lewis ✓ MAR 2 1 1994 Pete Allen RECEIVED D E M _ Dave Adkins ., Charles Jones (CAMA) OCT 1510N O! #SIuB `t4�' DCM-MHD C TY FINANCIAL RESPONSIBILITY/OWNERSHIP FORM SEDIMENTATION POLLUTION CONTROL ACT No person may inlliale any land -disturbing activity on one or more contiguous acres as covered by the Act before this form and an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality Section, N.C. Department of Environment, Health, and Natural Resources. (Please type or print and, if question Is not applicable, place N/A In the blank.) Part A. 1. Project Acc Ess 2. Location of land -disturbing activity: County_ CARTERET Cfty or Township EMERt%t b ISI._E and Highway / Street 4C �JU 3. Approximate date land-dlslurbing activity will be commenced: M(1 U Sr `j 4- 4. Purpose of development (residential, commercial, Industrial, etc.) : P'&JZKI NG LOT (PL)5LI C) 5. Total acreage disturbed or uncovered (including off -site borrow and waste areas ) : O. (0S eo 6. Amount of fee enclosed $ 30 7. Has an erosion and sedimentation Control plan been filed 7 Yes No 8. Person to contact should sediment control Issues arise during land -disturbing activity 9. Landowner (s) of Record ( Use blank page to list additional owners.): �owtil or- EMEuI:,r�L-F Name (s) 4-(M4-nog ! PcTE 4u_, IJ .15D0 GME2dLD DRIVE Current Mailing Address Curren) Street Address EM&Rp LD 15c� i ►�c z 859 4 City Slate Zip Cfly Stale 10. Recorded In Deed Book No. Part B. Page Zip 1. Person (s) or firms (s) who are financially responsible for this land •disturbing activity (Use the blank {��ilast additional persons or firms): -F1'TtF Au_E:t-1 , HP,"AGEg,- OCT 15 1014 Name of Person (s)or Firm (s) 76W9 OF EMER,&L.D ISLE 75no E.rAE2LLD QKJ\)& Mailing Address EggKA,LD ISLE t r�C z8594 City Slate Zip Telephone 9 i 9- 35 4- V �2 ¢ Street Address City Telephone MoNDLqUYLVA.LDKGM State Zip DENSITY ENGINEERED t/ PROJECT DATA Project Location (County, Tow unicipality, Address, State Owner's Name —rioIt W OF EM1E L L O ISL.E Mail Phone Number�3�z ¢ Submittal Date Ilt t 9�4 Brief Descripi ion (include map and Name of Water Body Receiving Stormwater Runoff I Classification of Water Body djd If SA waters, engineered system, and distance is <0.5 miles, attach report of chloride sampling results mg/I State/Federal Permits/Approvals Required (Check appropriate blanks) CAMA Major 404 Permit Other (Specify) CALCULATION OF BUILT UPON AREA Sedimentation/Erosion Control ✓ DEM/DHS Sewage Disposal Built upon area means that portion of a development that is covered by impervious or partially pervious cover including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project includes areas draining to different water classifications, please note them separately below. Classification Built upon area Total Project Area % Built upon Area Allowable B/U Area Subwater�shed O 52 dr- 6.795 " 65 25 Subwatershed RECEIVED OCT 15 2014 DCM-MHD CITY Is the Project B/U Area 5 the Allowable B/U Area? No (if no, an engineered system is required.) % Built upon area = (built upon area / total project area) + 100 Built upon area limits for projects to meet density: SA waters --- 25%, Other ---30% STORMWATER COLLECTION SYSTEM Office use only bDMAR 2 1 1994 OEM npJ S 94 March 14, 1994 2 pp Emerald Isle Beach Access/Parking/Bath House lu^U( U White Oak Township, Carteret County, North Carolina MAR 2 1 1994 DEM NARRATIVE: rp7#t8 94O3(K_ This property is located on Bogue Banks, within the City Limits of Emerald Isle, along the eastern side of an unnamed street which leads to the Emerald Isle Fishing -Pier. The pier has been in this location since the 1950's. The property to be developed into a beach access/parking/bath house facility, is presently a campground area with existing septic tanks and hookups for septic disposal, water supply and electricity for overnight campers. The land is 0.795 acres. The site joins a tract developed Iasi year which is presently being used as a day parking facility. Because the tract purchased in the past is 0.795 acres, and this tract is 0.795 acres, it is apparently subject to Sedimentation and Erosion Control approval. The owner of the tract is: The Town of Emerald Isle % Pete Allen, Manager 7500 Emerald Drive Emerald Isle, North Carolina 28594 Phone No. 919-354-3424 The actual acreage of this development is 0.795 acres. A check is enclosed herein for thirty dollars ($ 30.00). The development plan includes the construction of a bathhouse, a parking area and septic system to accommodate the bathhouse. The entrance road and parking will be on a marl base (CABC). There are NO 404 Wetlands on this tract. The engineer is: John P. McLean, P.E. 106 Manatee Street RECEIVED Cape Carteret, North Carolina 28584 919-393-2219 OCT 15 1AH DCM-MXi10a" The amount of impervious area on the tract is 65 %. Sample calculations are included herein. This plan uses a "Turf Stone" to direct the runoff water into the ground near the north terminus of the parking lot. The "Turf Stone" will be filled with clean washed river rock or granite to fill voids in the block. The aggregate shall be graded so only large (V to 1 1/2" stone will be used to fill the block. A topographic map has been prepared which shows contours of 12 to 19 feet. The property slopes from the south end toward the north end and ultimately into a swale which is located across the east end of the property. The flood maps indicate a Zone C.(See FIRM map No. 370047 0004 C, Revised 3/4/85, Town of Emerald Isle, Carteret County, N.C.) Adjacent Property: The properly along the north boundary is an existing parking facility developed by the Town of Emerald Isle last year. Some of the area near NC 58 was set aside for green area in Phase I and that area will be half of the primary site for the LPP system wastewater disposal system for Phase II. The property located west is an existing mobile home park, the property east is a walkway between this§ parcel and a residential development, and the property on the south side is 0.795 acres which borders the ocean. The property on the south side of the tract under consideration is a campground area. Soil Conditions: The soil characteristics are described in the USDA Soil Survey of The Outer Banks of North Carolina as Duneland-Newhan complex (see enclosure). An application for a septic system for the bath house building will be filed with the Carteret County Health Department. Historical Information: This tract of land has been used as a parking/camping/mobile home area for many years. The page enclosed from the soil map dated 1977 shows the mobile homes in place. The Town of Emerald Isle with assistance from Coastal Management Access funds has now purchased the site for public access and parking. Development Notes: The Town of Emerald Isle has prepared plans and specification for submittal to the Environmental Health Division for septic tank installation. Carteret Craven Electric Cooperative has been contacted for relocation of the power poles. Stormwater personnel have visited the site and CAMA personnel have also attended meetings for a development conference. With review by Sedimentation and Erosion Control, the plan will bear the scrutiny of a major CAMA Application. Planned Sedimentation and Erosion Control Practices 1. Construction Entrance: A typical construction entrance is normally the first order of business, but in this case, the traffic will enter across the previously developed site and another entrance is not necessary. 2. Turf Stone: The normal ground water level for Emerald Isle is around 6 feet. The level of the proposed parking lot is from 18 feet to 15 feet. Since the sand is so very coarse and typically has a rate of percolation of more than 60 inches per hour, there is no reason why Turf Stone should not be used. Preparation includes removal of existing asphalt, marl and other debris, leveling by blading and compacting. Compaction of beach sand is difficult and may be achieved by the use of a water wagon or similar means. After the sand is leveled and compacted as best as possible, geotextile shall be installed. After the fabric is in place, the Turf Stone shall be careful laid per manufacturer's recommendations. Aggregate to be used shall be clean washed, graded (1" to 1/2" diameter) river rock or granite. Marl is not acceptable. RECEIVED OCT 15 2V* DCM-MHD,C,tiy NATIONAL FLOOD INSURANCE PROGRAM � nnunwuun r. JI[FRM yOD INSURANCE RATE MAP TOWN OF EMERALD ISLE, NORTH CAROLINA CARTERET COUNTY MIIIIIIIIIIIIIIII COMMUNITY -PANEL NUMBER 370047 0004 C MAP REVISED: MARCH 4,1985 Federal Finergency Managernenl Agency RECEIVED OCT 15 2N4 DCM-MMD CM AG e1 ?QNE C COASIAL BA::I Ilrl:ln U " s..j ,.:.>�.�•'. y _ LANI.IWARU OF 1111 4111d0 1 (f 1�„,{,�r 1 �'•. SDUND �tG 1NN''t•`\µtip A� a '.tl 5 J11x�iI•�jP��• 5 �,' 1 1.. 5 i 1 r . ` ). 5}i/. fif#� h (n� .r 2Pv �y y 6 i• 1�'i Ili . W Yy{�y�'�'fl�� .'. �✓ �AiGEjifll �� t 7J m'v J'LIYJ..ri4til^.Lr ITS' O C E A N ZONE A �M1 (EL0) , t t._ RM8 x x o � F OCEAN R M 7 X I n� IS lb LS � U ISDD lU��( MAR 2 1 1994 DEM COASTAL BASE F100U LANUWARD OF TIIE SI10 RECEIVED OCT If ?W DCMMw 0(�l" • . �At r1 y r y Vt Wo IV 1 •i I r�;l'fi.�. i K (�d'l� 1'�rll. �•' ' % t orf�'r r �i.� i444, �A � ,J!� � �. ,r7i f.7k�, ; / ',..� V+Vj r' (�Ar �p9i`^'.. " `r / iI/11 1.. ''i l I�.I'� / 'r•ry9 . r 3 1f � . as ri'. .. t/"{ 1 +� �'.. ( �1 ! •.r� `di J{v'.'r. �^.r - .. SOILS OF THE OUTER BANKS Guide to Mapping Units MAP SY14BOL MAPPING UNIT 1 Beach, occasionally flooded 2 Leon fine sand 3 Beach-Foredune association 4 Bohicket soils, low 5 Tidal flats 6 CartereL soils, low 7 Corolla fine sand 8 Corolla fine sand, forested 9 Corolla-Duckson complex 10 Dredge spoil 11 ftobonny soils 12 Duckston fine sand 13 Duckston fine sand, forested 14 Duneland 15 Fripp fine sand _.. 16 Levy soils 17 Madeland 1.8 Carteret soils, high 19 Carteret soils 20 Currituck soils 21 Newhan fine sand 22 Newhan-Corolla com le 23 Duneland-Newhan complex -'�p4 Newhan- r an an comp ex 25 Wanau nine sang 26 Conaby soils 27 Echaw fine sand 28 Kureb fine sand 29 Currituck soils, high RECEIVED 31 Bohicket• soils, high OCT 6 FB14 DCM-MHD eery established and maintained. American beachgrass and bitter panicum are suitable for this purpose. After stabilization has been accomplished, shrubs can be planted in areas protected from salt spray. Suitable species are waxmyrtle, northern bayberry, yaupon holly, ragweed, flameleaf sumac, and seacoast bluestem. The shrubs will provide not only a more permanent cover than the grass but also an environment within which other native plants can become established. 23) Duneland-Newhan complex This mapping unit is in the immediate area of the dunes that parallels the ocean. A major portion of the unit is essentially bare of vegetative cover and is called Duneland. The minor Newhan soils are vegetated, but plant density is variable. Because of their intricate pattern of occurrence on the landscape, it was not feasible to separate these two soil conditions it the scale used in mapping. The soils are sandy and droughty, and water moves through them readily. Slopes are variable. They range from 2 to 30 percent or more, but as a rule, short complex slopes are more common. The water table is several feet below the sur- face. L4 `K 1 J ( f Fig. 45 Bare dunes are subject to blowing. Fencing and silt screens in the background are typical struc- tures used to control wind erosion. RECEIVED OCT 161014 DCM-MHD CITY (55) Duneland occupies more than half of the mapping unit. It consists of areas of blowing sands with less than 15 percent vegetative cover. The sand material is composed of stratified layers of mostly fine and medium sand. The minor occurring Newhan soils have more than half of their surface covered with vegetation. Their soil properties are the same as described in units 21 and 22. The major limiting factor of the Duneland-Newhan complex that effects development and recreational uses is the blowing sand. Structures and plants on these areas are subject- to either being undermined or covered by the sand. Tile. Potential for blowing sand on these areas is greater than that on areas mapped as Newhan fine sand, unit 21, but less than that for Duneland unit 14. Areas of Duneland-Newnan soils should be stabilized before development for homesites and recreational areas is considered. Once these areas are stabilized, the soil char.acteri.stie and .interpretations for use would be the same as those given for. the Newhan soils. Only the most drought -tolerant plants should be used to r>tabi l.ize these soil. areas. American beacligrass and bitter panicum are suited for this purpose. After stabilization has been accomplished, shrubs can be planted in areas protected from salt spray. The hest adapted species are waxmyrt1v, northern bayberry, yaupon holly, and flameleaf sumac. The shrubs will provide a more permanent cover than the grasses as well as an environment within which other native plants can become established. RECEIVED 24) Newhan-Urban land complex OCT 1bAV ! DCM-WID(llW This mapping unit consists of areas of Newhan soils and urban land that are too intricately mixed to be separated at the scale used in mapping. They occupy developed areas such as Nags1�)' [lead. Newhan soils occupy more than half of the mapping unit. Their soil properties and interpretations are similar to those given for Newhan fine sand, unit 21. (56) JOHN P. MCLEAN ENGINEERING ASSOCIATES 106 Manatee Street January 27, 1994 Cape Carteret, N.C, 28584 Tel: 919-393-2219 Mr, Pete Allen Administrator Fax: 919-393-2463 Emerald Isle Town Hall 7500 Emerald Drive Emerald Isle, N.C. 28594 RE: Emerald Isle Bath House & Parking Lot Dear Pete, I met with Gerald Kraynak this afternoon, explained the proposed purchase in Bloek 13 end the general site development plan. We also made a site inspection. I explained that the Town of Emerald Isle does not own the middle tract (0.795 acres) which is currently under consideration, but the tract will be purchased this spring. I explained that we will rearrange just about all of the 0.795 acres to be purchased, by grading and installing rock for parking. Further, I explained that the Town of Emerald Isle would like to provide ■ public bath house in addition to the parking lot improvements prior to May 30, 1994, After Mr. Kraynak understood the information above, he told me that the Town of Emerald Isle is NOT required to obtain an approved Sedimentation and Erosion Control Plan, With that understanding, we will not have to obtain a Major CAMA Plan. I will proceed with plans to develop the bath house and parking, and will keep in mind the request from Dave Adkins that we provide some alternative to the sheet flow which now exists, I will be out of the office until Thursday of next week. Sincerely, n P. McLean' Gerald Kraynak Charles Jones Dave Adkins Gordon McAdams Kathy Vinson Alesia Sanderson FileXIBHouse.2 Ji & W is s V 6 lb �L1n1S� JAN 3 1 1994 D E M 7T � RECEIVED OCT 15 2014 DCM-MHD Clio • d,swee� State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson Jonathan B. Howes, Secretary Regional Manager April 7, 1994 Mr. Peter S. Allen, Town Administrator Town of Emerald Isle 7500 Emerald Drive Emerald Isle, North Carolina 28594 Subject: CERTIFICATION OF COMPLIANCE with Stormwater Regulations Stormwater Project No. SW8 940318 Emerald Isle Beach Access Carteret County Dear Mr. Allen: The Wilmington Regional Office received a Sedimentation and Erosion Control Plan for Emerald Isle Beach Access on March 21, 1994. Based on our review of the project plans and specifications, we have determined that the total built upon area associated with this project is less than 1 acre and utilizes Best Management Practices(BMPs) for enhanced stormwater management and therefore complies with the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(a)(1). No additional impervious surfaces (sidewalks, outbuildings, etc.) shall be built other than that which is shown on the plans submitted and approved by this Office. Any modification of the plans submitted to this Office and approved by this Office or further development of this contiguous project will require an additional Stormwater Submittal/Modification and approval prior to initiation of construction, regardless of the fact that such modification may be less than one acre. Modifications include but are not limited to; project name changes, transfer of ownership, redesign of built -upon surfaces, addition of built -upon surfaces, redesign or further subdivision of the project area as shown on the approved plans. This Certification shall be effective from the date of issuance until rescinded. The project shall be constructed and maintained in accordance with the plans and specifications approved by the Wilmington Regional Office. This Certification does not supersede any other permit or approval. The developer is responsible for obtaining any and all permits and approvals necessary for the development of this project. This could include the Division of Coastal Management under CAMA requirements, the Division of Environmental Management under Wetland 401 Water Quality Certification and/or a Dredge and Fill Permit and/or a Sewer Extension/Collection Permit, U.S. Army Corps of Engineers 404 Wetland Permit, NPDES stormwater permit if disturbing five acres or more, local County or TownE.�Igy y permits under their local ordinances, or others that may be required. OCT 16 1014 DCM-MHD CITY 127 Cardinal Drive Extension, Wilmington, N.C. 29405-3845 • Telephone 910-395-3900 • Fax 910-350-2004 An Equal opportunity A}5rtnstive Action Employer Mr. Allen April 7, 1994 Stormwater Project No. SW8 940318 If you have any questions concerning this matter, please call Mr. Greg Stutts or myself at (910) 395:3900. Sincerely, Dave Adkins Water Quality Supervisor DA/ges: S:\WQS\STORMWAT\CERTIFIC\SW8940318 cc: Mr. John P. McLean, P.E., John P. McLean Engineering Associates Mr. William Whaley, Carteret County Inspections Bradley Bennett Wilmington Regional Office Central Files RECLIVED OCT 1 51014 DCM-MHD CITY Emerald Isle 05_07 Local Government Permit Number CAMA MINOR DEVELOPMENT i e PERMIT as authorized by the State of North Carolina, Department of Environment, and Natural Resources and the Coastal Resources Commission for development In an area of environment concern pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management" Issued to the Town of Emerald Isle, authorizing development in.the Ocean Hazard (AEC) at the Eastern Ocean Regional Access, in Emerald Isle, as requested in the permittee's application, dated 4/3/07. This permit, issued on 5/16/07, is subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations and special conditions and notes set forth below, Any violation of these terms may subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void. This permit authorizes: Construct a public observation deck and handicap accessible beach access ramp. (1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s) dated received on 4110/07. (2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations, applicable local ordinances and FEMA Flood Regulations. (3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and modification of this permit. (4) A copy of this permit shall be posted or available on site. Contact this office at (252) 808-2808 for a final inspection at completion of work. (Additional Permit Conditions on Page 2) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the Issuing date. From the date of an appeal, any work conducted under this permit must cease until the appeal is resolved. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. Any maintenance work or project modification not covered under this permit, require further written pemdl approval. All work must cease when this permit expires on: DECEMBER 31, 2010 In Issuing this permit it is agreed that this proied is consistent with the local Land Use Plan and ail applicable ordinances. This permit may not be transferred to another party without the written approval of the Division of Coastal Management. i Ryan Davenport C A LOCAL PERMIT OFFICIAL 400 Commerce Ave. RECElvrr Morehead City, NC 28557 OCT 15 DCMiDrIMF, PERMITTEE (Signature required if conditions above apply to permit) Name: Emerald Isle Minor Permit # 05-07 Date: 5116107 Page 2 (5) All buildings constructed within the ocean hazard area shall comply with the NC Building Code, including the Coastal and Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as required by the National Flood Insurance Program. It any provisions of the building code or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more restrictive provision shall control. (6) All buildings must be elevated on pilings with a diameter of at least 8 inches in diameter if round, or 8 inches to a side if square; and the first floor level of the sills and joists must meet the 100-year flood level elevation. (7) All pilings shall have a tip penetration greater than eight feet below the lowest ground elevation under the structure. (10)Dune disturbances will be allowed only to the extent necessary for development and if the dune's protective value is not weakened or reduced. Disturbed dune areas will be immediately stabilized. (11)AII unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective sedimentation and erosion control measures. Disturbed areas shall be vegetatatively stabilized (planted and mulched) within 14 days of construction completion. . (12)Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by changes in shoreline configuration. The structurefs) shall be relocated or dismantled within two years of the time when it becomes imminently threatened and in any case upon its collapse or subsidence. However, If natural shoreline recovery or beach renourishment takes place within two years of the time the structure becomes imminently threatened, so that the structure is no longer imminently threatened, then it need not be relocated or dismantled at that time. This condition shall not affect the permit holder's right to seek authorization of temporary protective measures allowed under CRC rules. (13) The accessway must not exceed six feet in width and shall provide only pedestrian access to the ocean beach. (14)The accessway must be constructed so as to make negligible alterations to the frontal dunes. This means that the accessway must be constructed on raised posts or pilings of five feet or less in depth, so that wherever possible only the posts or pilings touch the frontal dunes without any alteration to the dunes. In no case shall the frontal dune be altered so as to significantly diminish its capacity as a protective barrier against flooding and erosion. (15)Construction of the accessway be shall consistent with all other applicable local ordinances and N. C. Building Code standards. (16)The access ramp shall only extend onto the beach far enough to meet ADA requirements as depicted on the plat dated 10/10/06 SIGNATURE: PERMITTEE DATE: RECEIVED OCT 16 1"1 DCM-MHD CITY Relationship of Proposed Parking Lot Improvements to First Line of Stable and Natural Vegetation nuwna menu �', I i NKatFa FALRR� 1 n M� BiiM%5 "We€k,' W" W. fekbee. WaeFif 9e-04a®€ —.=K bYB€Pfie4rW €F44cW5k 6W5 we r 00ab-Fee daNP War §aat€§ ; IN 1 I I I I I I I I I I I 120 R Setback from RSNV MRSetWcS fmm FISNV I F eCUY FYat LineA SYOY�Netleel VFPbFkn �RSNV) A NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Governor Town of Emerald Isle c/o Frank Rush 7500 Emerald Dr. Emerald Isle, NC 28594 Dear Mr. Rush: John E. Skvarla, III Secretary 10/27/14 The NC Division of Coastal Management hereby acknowledges receipt of your application for State approval for development at 2701 Emerald Dr. in Emerald Isle. The complete package was received on 10/20/14. The projected deadline for making a decision is 1/2/15. An additional 75-day review period is provided by law when such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be provided on or about the 75th day. If this agency does not render a permit decision within 70 days from 10/20/14, you may request a meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be held within five working days from the receipt of your written request and shall include the property owner, developer, and project designer/consultant. NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will find a "Notice of Permit Filing' postcard which must be posted at the property of your proposed development. You should post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete application. An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field report and/or comments from reviewing agencies. SinJaa ly, DavenporManagement Representative Enclosure cc: Doug Haggett, Major Permits Coordinator Roy Brownlow, District Manager/Compliance Coordinator Mike Winters, Moffatt & Nichol 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-28081 FAX: 252-247-3330 Internet: www.nccoastalmanagement.net An Equal Opportunity\ Affirmative Acfion Employer PROJECT: 101 FOR MORE DETAILS CONTACT T4A LOCAL PERMTOFFICEB BE NORTN CAROLINA, CAgTERET COUNTY dolY This I'm"" end mis eenl0aoro or* P00e' awn me loseaad Ome end Boo and In ere Bo on goo Trot Pogo noraol. .ap,arPh.0.NawwCW� ' � rce'"V Jay Laswen0eRTERET COUNTY 6p D4C Date O4/15/9009 TSee 1E107100 OR 1304410 Page 1 01 6 NORTH CAROLINA 6PBCWL WARRANTY DEED Pucalldad➢rNa Vuiped by Cemty on the_ dayof 20_ .upreposedby. Richard L. Staelry. 613 Cede Saint eaufat NC 18516noeitlenntnpatoimed Odeldr.rdppe0 for the lndcat LT OCHAN ACCESS TRACT AND STRP815. BLOCK 13 ENMRALD ISLE THIS DICED nude this f4W tiny of Amll . 20Z by aid bcr.cen Tuwn of Emerald Tole, Municipal Corporation 1500 Ewould Orin EOmsld Isla, NC 2S59a STATE OF NORM CAILOLINA a body poutio cud wrp0nm clo Stale Property O010e, 1121 Moil Se"Jest Center, IOlalglt, NC 27699-1321 The designation Cantor anddnntae as wad harem sball include said patios, their haha, suecesson, m lmigm, end.hall unclude .�guly, plural, naaculloe, fawnMs or nest. u required by cowut. wfpNL'SSETN,thatthe Grooar, for a velueble eooaWa,aee,n paid by the Cortese, IbemciplofwOlchuherebyaG *Wdged,W nod by these pecttots d0o gmkbaMlia; NU nod co0oq unto thc Orabrec In fee simple, all that eeeaN let or parcel oflaroisimad L. the CIry ofyo,oreld late White Oak Towysy., CAILTERET Couary, Nmtb Ca,.Lim sod mare putacvluly d."bod v fellows mrao .rose.. erect and street rights 0f wny se dcurlbed on sttached exhibit. 'Iille is ganvcYm in Ise sMple mbjaw to condition subsequent, with the possibility of to eta, in sawdum with the latna sel TOM an EXhlbil B, and One other permitted "cepdam on Enhbit B, the terms of which an noorpnraled heroin by mfelenc0. TbeProputy herelnabon draetibm9au acquired by Crootor by instrument recorded In Bout page A reap sMwvrg the abovo deernbed property Is regarded is Plat BOeL 31 page 671 NC By Monoisdoe Fat, No, y6 O 1977. 20M Printed by Agreeoset uid, the NC ➢u Maociadge— Igo I SunPro CorperotioN 333 E. Six FOdu Rd., Raleigh, NC 27 BOOT( -� PAGE 44 D 11 REMED JUL 21 7014 nCMnHmCTW TO I IAvb AND TO HOLD d,.0 ru.ldl.tapamcl ofland.d.0 ryiv0.ge..d.ppu,uo.ncn,b..,eblo.gi.gmthc Chmu. And Wm Cain. caraanu wiWWe rmW, it., 0.., h. dow oo&q miezp ufah dd. u Graume.,Od, ud Gnemc.al wuant sd defend, be Pde.gimt rh. IA.Ad dim f.UPmomauivtmg by, end., or dumugh aanm,, eUssrWm We m0awtag ncep.:mc Emmmu and rtm n m of rccunl. IN Wr NESS WHERZOP, the Gsuuor w deny ...atrd We emregmmg u oflb d.y .od r., fim.Ea.e,mum Two of E..1.14 LI . N unld ,I L184grf AQ Rr rwaM.,: oMMi p. Rr�o:"(S1bALy. Tmc sere—��;,:�d e u RF ISaAL) nac Sole of North Ca alm.-Camay mf L We mdmlpW Nowt' Public of We Cwmty and SUM dWs.4 cerrdy W.r p..mully,jas d bfn.am alb d•ywd w4.WAed Iba duc eaewdou of the mrtgobtg Wnuntnu (a tb purl,o.n w.nd.ap.ea.d. W imeu my heal L d Nat.d.l.wrg o,"tlu. _d.ya} 20_ My Cannblw 0.vim: Notary PubOc SuuofNW&CmLm-Cuuetynf CARTERET 1, W. wsd miged Naury Public a We County and Sub 4"Ad, rudry tbat pmodly acme befart me des day and uknawldgd Ib: he b the ADO of -rov .fP ldlflc 4NCM=iw ?Y7 .m NaWCbaltn. ae emp.miw6uwd lubwtywroRnylgwmlpom mr4krew{uemalwpfemtkc Owngh Il. usmbmb4em Watby KOCdtyduly Ci m sad ON utof.uh eaWy,,, c signed the fompiag luttumeat W luamc w lu beb.lfm its w s.d dmd. Wlmmn my bad cad Nnwial eater a ac.l, Wi. -14JL d.y of /pall ,10 u9 My Ce...i..hm tlap�n.• N.wyPuNl. Stan ofNodb Catnihs. Cnuoy of 1, aR undasiyud Nowt' Pubbe of th. Cmay and 8M .Wfea.bl COW 4t wlmcu ary h.,d .d Norm l .uny ail, d1b _day or. 30_ My Ccu.t.l..Expba: Not" Palle 7be faegoaq Cero&a n(.) of Wye eero0dmbewrtm. 711Mlmsmmealad On, aoirmwe mJWy,•gWcmdatdwdMand tlmuudip*BBDokmdPgp m We fim pace n...t Rq�rer of Deed. Rt Cast' Rr Depmy/A H.tm,-R.Ip.1.e.f0vo& NC Rgy Amclahon Form No, 46 O 19rf, 2002 Pdotdby Avwm,Oam1hthe NCRm Anocidw-1991 SoOP,o Coryondo%33)Kgkfmb Rd PAMANC37lM RfiCE1V,Ep JUL 21 2914 DCMMHDC" STATE OF NORTH CAROLINA COl1NTY OF CARTERET 1, g!& ( Dom..--, a Notary Public for avid County and State, certify that Arthur Schools, Mayor of the Town of Emerold Isle, and Rhonda Facbce in the capacity of town clerk, pmonally came before me this day and acknowledged the due execution of the foregoing instrument in the rapacity of Mayor and Town Clark of the Town ofEtnerald Bic, and that said Town Clerk did further affix the gfRcial seal of the Town thereto by authority duly given and m the act of the Town as a municipal corporation. Witam my land and notarial seal this dayyip`of April 2009. Mayor uva e BOOK:! P GF "� 2 t C ( RECEIVED JUL 2 Y 2014 DCM-MHD CITY NO LEGAL DESCRIPTION FOR TOWN OF ENdERALD ISLE TO STATE OF NORTH CAROLINA FOR PIER PROPERTY Tract I: Beg iOnin& at the pomL of intentttion of the east line of Park Drive(60 foot right of way - see agreement in Book 487, page 37) and the south tine of NC Highway 58, and running thence with Highway 58, S 88.24-14 E 30.75 feet. S 89-39-10 E 90.06 feet and S 89.45-17 E 54.77 feet to the weal line of a 6 foot walkway access essement to the Atlantic Ocean; thence S O4.11-51 E and along the west line of the walkway easanent a distance of 670.87 feet, morn or Ins, to the approximate mean highwater mark of the Atlantic Ocean; thence with the mean highway mark S 88-03.38 W 171.34 feet to the Bust line of Park Drive if the same wore extended soudhaly to the high water murk; thence with an extension of the east frog of Park Drive N 04-35-09 W 681.29 feet, more or less, to the point of beghtning. Tract 2: There is further assilmed and conveyed such right, life and leanest held by the Town of Emerald tale in the following aon-exclusivc casements! A. An easement 60 feet in width over and upon that certain right of way known us "Park Drive'* (60 fool width) dedicated to and maintained by the Town of Emerald Isle, extending from the south line of Highway 58 (Emerald Drive) to the mean high water line of die Atlantic Ocean; B. An casement 60 feet in width over and upon that contain right of way (mown as "Pork Drive", duliated to and maintained by the Town of Emeruld Isle, extending from the north line of NC Highway 58 northerly to the high water mark of Bogue Sound; C- An easement for access, construction and operation of a soundfront pia Over any and at lands owned by the Town lying between the north= terminus of Park Drive and within the west and east lines of Pak Drive extended northerly, and the high water mark ofBoguc Sound. The easements and tract conveyed herein arc shown on a survey prepared by Bell and Phillips Surveying, PLLC. recorded in Mup Book 31, page 671, Ca tact County Registry, reference to said plat being made for greater certainty of description. Tract I was conveyed to the Town by dads rccordad in Book 657, page 94, Book 729, page 364 and Book 769, page 557, Caneat County Registry. The courses end distances shown on the survey shall control ova any differences set forth in the meta and bounds description in tract I above The easements conveyed herein arc subject to the wntinumi; right of the public and uWers to use the same for seems. . The property and easements conveyed herein are subject to the tams and conditioos of the Pia and Occan Access Agreement end Option Agreement between the Town of Emerald Isic and the Stule of Narih Curolina dared February 23, 2009, the lame of which are incorporated herein by mfereace as if fully set out, including the right of arena of title in and to the 'town of Emerald Isle in the event the Project to he constructed on the above Propertim as described in the Pier and Ocean Access Agreement, including amendments thereto, has not bean substantially completed on a before December 31, 2012, a the initial deadline extended due to Lack of `d B0 L 4-_PAGE �Y CL— IiEGE[VED UL 21 2014 DCM-=CffY <�1 funding until December 31. 2015. The possibility or right of reverter is guremed by the Option and Pier and Ocean Access Agreements with the terns being incorporated herein by refemnce. The conveyance of Tract l is subject to existing utility easements granted or heretofore rcecrved and die rights of the general public as an the use and enjoyment of all portions within the public trust arcax and below the high water murk of the Allantic Ocean. 800K_AI���-4FAGF (�FLO IDGIIBIT B TERMS AND CONDITIONS OF CONDITION SUBSEQUENT AND REVERTER PERMITTED EXCBPTIONS TO TRANSFER OF PROPERTY BY TOWN OF EMERALD ISLE TO STATE OF NORTH CAROUNA The property is conveyed to the State of North Carolina subject to the following terms and conditions: (i) If the Pmjcct to be constructed on the Property, as the Project is defined and described in that certain Pitt and Ocean Access Agreement between the Town of Fmerdd We a Grantor and the State of Nosh Carolina as Grant= dated February 23. 2009 (the "Agreement') as the Agreement muy be subsequently amended as provided therein, has not been substantially completed on or before December 31, 2012 (ihe "Initial Dcadline'I, then all interests conveyed herein shall revert to Gtuntor upon Grantor's mernry onto the Property, minting &c simple absolute title in the Property to Grantor; provided, however, that if Grantee continues to work toward completion of the Project, including, the pracuremenl of necessary funding, then title to the Property shall not revert to Grantor at the Initial Deadline and the deadline for substantial completion of the Project, xubject to the same reversionary interest of Greater w set forth above, shall he extended to December 31, 2015 or such later date as Oramor and Grantee may mutually agree upon in writing; or (is) if at any time tire Property woes to be used for tho public purposes described in the Agreement, then all interests Wanted herein shall revert to Grantor upon Grantor's re-entry onto the Property, restoring fan simple absolute title in the Property to Grantor. In the cacnt of auch reversion of title, Grantee shall hove the right to remove all of its personal proptaly tram the Property at its sole cost and expense and all fixtures and buildings situated on the Property shall revert to Gramm. to E 04311re C IaXT7.1 uwsm I. Gcocml utility casements fur the placement end maintenance of electrical, telephone and water utilities and services to the Proporty and adjoining Lands. 2. The rights of the pubiicend property owncts and thoir gusts as to the we of Perk Drive on the south and north eider of Higll.w y 58. 3. the fights of the general public as to the use and enjoyment of all areas lying below the high water make ofboth Boguc Sound and the Atlantic Ocean. 4. The Agreement regarding the location of Pak Driven act forth in Book 487. page 37, Curtcml County Registry. 5, Rights reserved for the placement and we of utilities in the doods to Emcmld isio In Book 657, page 94, Book 729, page 364 and Book 769, poise: $57, Corterm County Registry. (Sj RECEIVED n 21 2014 f CAMA Major Permit Application Attachments Attachment C Copy of Deed RECEIVED OCT 15 2IW# DCM-MHD C"y Town of Emerald Isle Moffatt n hiohoi Park Drive Parking Lot and Drainage Improvements �� G,RO�A, I;aRtERET COUNTY 13d FrbunWnl inn tlnla urpnrAro P�ye ncntn the 0. end Om. end In tM 800 14 an tiro r,M Doge werec4. e m,nop � ,rsow-,,,aween C.s� rq,1zLC Jay La.renElRTERET CIUHTT SP OUC 0.bs 04'15/2001 T/ae 1ts0700 011 1304410 Page I of d NORTR CA"LINA 6PBCIAL WARRANTY DEED Rsd.e Tu: I. llltlandOerN0,6elslaoetndiutsds0 VRidOby Cnasdynntbe_dsynf TB— TWaIminW,el. pmTwdby,Ridwd LSwlev.d31 Cesar Snett BelaYmt NC 26516 no title esam performed Ondde.eripdonfortbllndna LT OCHAN ACCESS TRACT AND STREM BLOCK 13 MMALD ISLE THIS DEED rm6 this ldih ay of APdI 20,09 brim bstsmm rnwn ar Dula Ise, MovkiplCminndon 7300 Pater dd Oriw E... Id I.I., NC 16590 STATE OF NORM WtOLINA a body poudc sad c ovor.te de Sale Peoposty Of ec, 1321 M.11 Srnlee C nIsr, IWdgh, NC 57699-1371 The desipaHoo Crtmor and Games mused herein shsu inch&&wd parties. Owl, bets, lueceson, sndutlgos, lad - Wtrlude, wyNly, Florid, onu&Wluc, tN.dnlna of neat& u required by..Wpa NITNBS9ETH ILat dm Gi.omr, for a nbable bylhc Onsoom. dte mdpi ofwbkb a barley uanowMicid, W and by Ouc pwa.ea dos, msnt4 ba%ldo4 sell sad aooveyunto the Grantee In fee staple, W dal emisa loterperul ofiand nosed ut dre Clry of D-1,1 Isle whit. Oalc T..Wp, CARTERET Couary, Nonds Cnauos and tame paMcuhorly deer i.s Wow oe.-e -coca tract and stem rlehe ofsvey a dewlb.d,m secbed esMar. 'I ilk is eonv-yod in fee siapk subjac to wndltim subsea ut,with the Fusibility, of reverter, in secorclum with the aria stt [oft on Fxlllbt B. old lie other pandered nemptions on Brhlti. E, the tams of wbieh are Wwrporated herein by efemnes. The Pep&Mboelrwbovo dmdb d waa acquired byOnatm by instrument recorded to Book page A rear showing the abovo embed property, is retarded in Pat Boot 31 pegs 671 NC Bar A.rocalon Fa No. yd ® 1977. 30m pwKd by All awmt with the NC Du Anocisdm-1961 SoMro Cosperstieu, 333 E. Sell, Fosts Rd., RAWSh, NC 37 800i ��-PAGE 44 D RECEIVED OCT 15 1014 DCM-MHD CITY 900/100'd 25180 (03AM02-£2-11011 TO] tAvl;AND TO NOW dm afarradd lw u puccl of Lod •od c1: pn.ileecR eoJ eppuravwcn me+cm Mlvvpiy m WeOnnae b ru eaepL. AMth•Gaum co.mwa.nth the GrRaae, dar Orww hu ew oMWoy b mmeurush 90a u GrRomr m nd, WOt wo w end W"dw ode gpeW dw 1. dUdb.ef•0 penomcLmdne by, uedx or auvuyh Gnvw, e0er Nw the bj.wW m.p6 , ERsomeou and mulclian of recant. W WTNUS w'FIP.RP.OY, rbc Gnow dmye•ccwod We ArcyomR Sm.n of Cm-dJ Llu eN Munl I (bYllly% — By: V. 75dc M. Hy: TWc Clerk Hy 17dc Saa of North Caulm•- Cmmry of 6 We MWMlpaed NOWy Niel. efebe Cawry wd Sure cforeuld, cerld, Ihe- pn mllyrPPe^ed bef me dda deywd �ledPJ ab<duccssaom of Wcfou¢oWp laeaanuM fartbe puryowr�hx•u earyartl. Wimeu myEUJWNaadRluwTaral4d• _uyof 20_ MY C...Aww HWpim: No" Public Sau ofNwt Cuollve• Cwory of WTERET I. ILR vod Bped Maury Pubs& of do Cumry wd Saw ermwdd, ea MN wl PM—lIY Cemc befam roe ee WY mad wk..I dged µa: he L the MRM of 're of P Idl l NC ,eNarl CWuw or WT•+4oMirdad Whwy �Yr6wenl➢amaehirylbald Pu�EIP(r¢0a dooueh'+IeeppLubk),eod Lal byumodry duly NveawJ ss dw en ofevch wary, _,bv viyud de finerymi Ip•0ameul th la name w la bRbalfu W Rvtud deed. Wim•a My head wd Nomiel eluryr m•eel dde _L4Nl d•y of Aodl .2009 MY Cc•wd Ky.. NaevyPo Lc sale ofNorth Cuall .Cd -y of L do uodmi` W Noary Publw of d. Couoy W Saa •fm•r•Ll aedry dur wiau•e vry 6md erRl No:aiel •ate ordwl, ddR,^_ 1Ly of 10_ MY ComNulw HxPLa: Name, Pubtm Tbc faepomS CCmficm(o) of _ u'em C'elafiMmberamm, TSb iwaavrutwdaar cxdfubem dWY mCLloed aloe dta eod 111te •odWSe SovkeodPgeela.a nn dx fim pcae hxwf. n.euw of IktN 2i Cauy LY Depury/Auuuu • Radirae of Deed, NC Hu Aeeodedoo Pmm No. 46 O 1977. 2002 PtlnudbYApeuam wth:bc NCHu Aarocudao-19AI S.U. Cmpondoa 733 H. Sa Fmb Rd. RAMA NC 27609 BOQK� -=cPAGE�� RECEIVED OCT 1 51m< DCM-MHD C@' 9001200 d £S 80 (0314)1102-£2-110N STATE OF NORTH CAROLINA COUNTY OF CARTERET 1,C,-- -I Zi--ws allotary Public far said County and Stmo, certify that Attlim Schools, Mayor of the Town of Emerald lfle, and Rhonda Faebee in the capacity of town clerk. Personally came before me lhit day and acknowlcdgod the due axacuuon ofdre foregoing instrument in the calweity of Mayor seal Town Clerk of the Town of Emerald Isic, and that said Town Clerk did bother affix the official seal of the Town thereto by authority, duly given and as the so of the Town as a municipal corporation. Witness my band and notarial seal this dayj&S-ofApril 2009. 800X-a :^PAGE4' S) RECEIVED OCT 16 1014 DCM-MHD CITY 900/E00 d ES 80 (03111)1102-E2-AON p LEGAL DESCRIPTION FOR TOWN OF WILBRALD ISLE TO STATE Of NORTH CAROLINA FOR PIER PROPERTY Tract 1 Beginning in the point of intersectian of the east line of Pork Dr aa((50 fool right of way - see agreement in back 487, page 37) and the south lino of NC Highway 59, mid running thence with Highway 58. S 88.24.14 E 30.75 feet. S 89-39.10 E 90.06 feet and S 8945-17 E 54.77 feet in the weµ line of a 6 foot walkway aoccu ementrnt to the Atlantic Ocean; thence 5 04.15-51 E and along the wen line of the wulkvrny easement a distance of 670.87 fmi, more or Ica., to the approximate mean highwuta mark of the Atlantic Ocean; thma with the me= highway mark S 88-0348 W 171.34 feet to the east line of Park Drive if the same were extended southerly to the high water mark; thence with an eatennion of the cast hnc of Park Drive N 04-35-09 W 681.29 feet, more or less. to the point of beginning. Tract 2: That; is further assigned and conveyed such right, title and interest held by the Town of Emerald rile in the following aon-exclusive caumenu• A. An casement 60 fat in width over and upon That ccruin right of way known as "Park Drive' (60 foot width) dedicated to and main ainod by the Town of Emerald tale, extending from the south line of Highway 58 (Emerald Drive) To the mean high water line oldie Atlantic Ocean; B. An wcment 60 feet in width over and upon that ccruin right of way known u "Park Drive", dedicated to and maintained by the Town of Emcmld Isle, extending from the north line of NC Highway 58 northerly to the high water mark of Bogus Saved; C. An casement for Kc t, comtmetion and operation of s aoualfmnt pia wee any and a0 lands owned by the Town lying bcmm the north= terminus of Park Drive and within the west and cut line of York Drive extended northerly, and the high water mark of Boguc Sound. The easements and tract conveyed herein ere shown on a survey prepared by Bell and Phillips Surveying, PLLC, recorded in Mup Book 31, page 671, Carteret County Registry, reference to said plat being made for greater certainly of description. Trier I was conveyed to the Town by dads recorded in Book 657, page 94, Book 729. page 364 and Book 769, page 551, Carteret Cwnth Registry. The coupes and diµ inces shown on the survey shall control over any differences act forth in the metes and bounds description in net I above. The casements conveyed herein mo subject to the continuing right of the public and others to use the same for access. The property and casements conveyed herein are subject to the terms and conditions of the Pia and Ocean Access Agreement and Option Agreement between the Town of Emerald Isle and the StuleufNonh Caralina duted Februury 23, 2009, the!anti ofwhieh ore ivwrpomted harcin by mference as if fully am oul, including the right of tevetta of title in and to the Town of Emerald Isle in the event the Project to be comvucted on rite above Properties as d=nbed in the Her and Ocean Am= Agreement. including amendments Ummio, bas not been auhstwtially completed on or before December 31, 2012, or the initial deadline extended due to lack of `i ,BOOK �-0 4" _PAG O - RECEIVED OCT 15 ?M DCMaaIIIIIp O11g)' 900/P00 d E9 80 (0311)1102-E2-t10N NOV-23-2011(WED) 08:53 P.005/006 aul y t IN O3n13�R -waoo aputpy ag1Jo,ano mtem RIT.q oqt molaq put enm Iml aggnd atp ulggm uo6+o4 tlrjP nmWof= pw am aqt of to oftgad lvmwR ogtlo t1g8u aqt put pantoru wwt=q to patutui 4uotu m AI!1gn Rupmo of loafgnt tt 1 toeay)o oanaAum aqt 'aauaraJw �q W�aq DotclotLmm Ru1eq S=1 a41 gtlm tlurtu=alq naaatl t=ao puu yid pup. uopdo ayt 6q patuonnR e1 ntnnatdo tg8uto /,tipgtnod oqy 'S[OZ'lE'a9t++aaaQ lgtm lmptty EXHIBIT B TERMS AND CONDITIONS OF CONDI3mON SUBSEQUENT AND REVERTER PERMITTED EXCEPTIONS TO TRANSFER OF PROPERTY BY TOWN OF Etr1ERALD ISLE TO STATE OF NORTH CAROLINA The property is conveyed to the State of North Caro ma subject:o me following terms and conditions: (1) If the Project to be constructed an the Property, as the Project is defined and described in that certain Pia and Ocean Acce„r Agreement hetwcrn the Town of Frocruld We am Grantor and the State of North Carolina as Gramm dated February 23. 2009 (the "Agreement") as the Agnmincm muy be subsequently amended as provided therein, has not been subsu:otially completed on or before December 31, 2012 (the "Initial Deadline'), than all interrats conveyed herein .hull revert to Grunter upon Grantor's ra•muy now the Property, v. toriag Ix simple ubsolore title in the Property to Gramm; pro,ided, ho"ma, that if Gmmee continues to work toward completion of the Project, including, the procurement of nawary, funding, then brit to the Property shall out mert to Grunter at the Initial Deadline and the deadline for substantial completion of the Project, subject to the same reversionary interest of Cmintor as net forth above, shall be extended to December 31. 2015 or such late due as Granter and Grantee may mutually agree upon in writing; or Qt3 if at any nine the Property nurosas to be used for the public purposes descdbcd in the Agreumrrn4 then all mtercw taunted herein shall men to Grantor upon Gr.uuor's reentry onto the Property, minting fee simple absolute title in the Prop" to Grantor, In the event of such maroon of title. Grantee shall hove the right to ratnove all of its personal property from ilia Property at its sole cost aid capeowe and all Extwaa and buildings situated on the Property, shall react to Grantee. P 11MINVE103793M e I. Genctul utility essemenls fur the placement and maintermcc of electrical, telcphanc end water utilities and services to the Property and adjoining lands. 2. The rights of the publicand property awncn and dtoir guars as to the use of Park Drivc on the south and north aides of Highwuy 58. 3. 'Ibc rights of the general public as to the use and enjoyment of all areas lying below the high water mark$ of both Bogus Sound and die Atlantic Ocean 4. The Agreement regarding the location of Park Drive as set forth in Book 487. page 37. Carteret Cowry Registry, 5. Rights reserved for the placement and we of militics in alto dmds:o Emerald lsio in Book 657, page 94, Book 729. page 364 and Book 769, put,¢ 557. Csrtact Counry. Registry. BOOK �O - s PAGKE - - (S 900/900 d RECEIVED OCT 19 9n'. DC1v,Ni4- OCT 15 Mil DCM-MH,p C%fryy DS 00 (03PIM02-E2-hl N CAMA Major Permit Application Attachments Attachment D List of Adjacent Riparian Land Owners & Notification Receipts RECEIVED OCT 1S2914 DCM-&t oaTY Town of Emerald Isle W„ moffoff s nmhoi Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Attachment D Pier Pointe Common Area PDOT:9944 Pier Pointe Master Owners Association 8521 Ocean View Drive Emerald Isle, NC 28594 Ocean Idlers Condominiums PDOT:2462,2366 Jule McMichael 1110 Arbor Lane Reidsville, NC 27320 PDOT:2396 Mitchell & Patsy Newman 375 Main Street Swan Quarter, NC 27885 Pier Pointe 3 Condominiums PDOT:9207 List of Adjacent Riparian Property Owners Pointe East Properties LLC 2166 Thatcher Drive Kinston, NC 28504 PDOT:9066 Richard & Sharon Whatling PO Box 2844 Atlantic Beach, NC 28512 PDOT:9058 Andrew Mark Freeman 507 Rose Point Drive Cary, NC 27518 PDOT:9059 Michael & Carol Tillman 410 N. Glen Drive Raleigh, NC 27609 PDOT:9019 Joseph & Ellen Kelly 2428 Loyola Road University Heights, OH 44118 PDOT:9018 Deborah Jefferson 8848 Wildwood Links Raleigh, NC 27613 PDOT:9026 Frederick Heuer 106 Baylis Road Longhorne, PA 19047 RECEIVED OCT 15 LTV DCM-wdo SPrw Pier Pointe 4 Condominiums PDOT:8447 Pointe North Properties LLC 8521Ocean Drive Emerald Isle, NC 28594 Town of Emerald Isle u' Moffatt a niahoi Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Attachment D PDOT: 8440 8521 Ocean View Drive Laura Sutorius Fred Intrator Emerald Isle, NC 28594 76 Banes Street 2330 South Queen Street Greenville, NC 27858 Arlington, VA 22202 PDOT: 2165 Gerald & Penny Gabriel PDOT: 2572 PDOT: 8599 108 Avenel Lane Jay Kortemeyer G. Fred Fish Clayton, NC 27520 102 Diann Drive Unit A2 2935 John Adams Road Emerald Isle, NC 28594 Willow Spring, NC 27592 PDOT: 2157 Charles & Anne Ellstrom PDOT: 2561 PDOT: 8357 PO Box 27926 Joan Easley Gilbert Jones Raleigh, NC 27611 6502 Winding Arch Drive 208 N Harding Street (2519 Ocean Drive Durham, NC 27713 Greenville, NC 27858 Emerald Isle, NC 28594) PDOT:2541 PDOT: 8472 PDOT: 2188 Robert & Corinne Higdon Marion Roden & Pamela David Turner 301 Crimmons Drive Andrews 202 Dobbs Spaight Road Cary, NC 27511 105 N. Torhunta New Bern, NC 28562 Goldsboro, NC 27534 PDOT: 2544 PDOT: 2186 Gulsel Littleton PDOT: 8480 James Burgess - Trustees 703 Daventry Drive Henry Monson 10 Anchor Bay Court Greenville, NC 27858 550 Bass Road Bluffton, SC 29910 Four Oaks, NC 27524 PDOT: 2542 Gayle Taylor PDOT: 8398 504 Mollie Mooney Road Steven & Terry Bowes Roxboro, NC 27574 149 Friar Lane McMurray, PA 15317 PDOT: 2574 Ocean Reef P10 Floyd & Betty Jean Condominiums Ocean Reef P19 714 Arbor Brook Drive PDOT: 2180 Condominiums Cary, NC 27519 Jarrick, Inc. PDOT: 3574 RECEIVED OCT IS 2m4 DCM-MHD C11V Town of Emerald Isle wh1 motto,r a nionoi Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Attachment D Certified Mail Receipts See following sheets (7) RECEIVED OCT 15 7014 DCM-MHD CITY Town of Emerald Isle W„ molroft a eienol Park Drive Parking Lot and Drainage Improvements Postal CERTIFIED MAILP., RECEIPT a(Domestic 7 3 . .- 7 rl Postage l� R Cenlfletl Fee ) 3 Return RetReceipt Fee (EndReturn Required) P d � RestrictedDelivery Fee (Endorsement Required) ? Total Postage & Fees 1 27 $ enI N1ax1Y1eINC ] - Slrae{ Apt. No.; 222 or PO Box No. �j/1� NC IiR[.......................................................... EiIY. Srelo. ZIPad FbItAtAio .N c 27o29 I(Domestic Mail C Foe delivery Inform crl Postage $ \!. Cpel _n Certified Fee r.l37 C3 R Return Receipt Fee Posbnerk y... O (Endomementeturn Required) IUy- • O O RasMclad Delivery Fee (Endorsement Required) r > $ f r� ?' Total Postage & Fees 0ru 1 sent TO o M1 or PO Box No._ _✓2o9._t�0SWe-.....-- p 1 (/ OryStale. ZIP14 F. ►1 Li 2�53 f]FC' OCT 15 2" H®IVmH t. MAIL,,, RECEIPT qM (DomesticCERTIFIED zl- uT M ..0 Postage $ " 1 O Certified Fee Return Receipt Receipt FeeIt" 6 O (Endoreents, Required) re O 0 Restricted Delivery Fee (Endorsement Required) -� 171 S Total Postage &Fees C3 j $ O ru Macead . -. ..Myron - °�_ 2°7- Casfi r or PO Box No. ---.....p L D - f.,........ Euv�e�ald Ts4 Nc 29.594 PS Form . (Domestic Mail Only; No Insurance Cc c For delivery Information visit our website al ��..-. . Ln M Postage $ � Certified Foe `q O Return Receipt Fee M (Endorsement Required) JA, o Rd Fee 014 p (Enclarsomen, Required) M1 0 Total Postage & Fees 9 $ "' PIP sent °Joan easlcy 17- or PO sox No. "i,Y. Srnm.2/P., lw Nc ?713 Postal CERTIFIED MAIL,,, RECEIPT (Domestic mail Only; No Insurance Coverage Provided) s 171 M Postage $ Cenifled Fee C3Retum Receipt Fee pU (Endorsement Required) O :3 Restricted Dell Very Fee (Endorsement Required) r, I I M1 y '2' Total Postage & Fees $ O ru!e._ Li. o �_ Ay Boxo..O� `nM1 ---------------p -- OCT I S Z114 rUL (Domestic Only; IJT �— M Postage $ -D CeNfled Fee t� O J b P Rehm Receipt Fee 4srs O (Endorsement Required) �) �f'— O Resul d Deilvery Fee 1-3 (Endorsement Required) 17' G, o O Total Postage & Fees $ N ° 6 jh Tail �O siroei. Apr: (o:: 1 ..............................................................�1-— 50+ M1 or PO Box No. .... r �/I�W.I . �............ r .. State. ZIP.4 ��4 x1 w ^ �l N .7. 111111I1e\IMUM"Pi1: (Domestic may only, No insurance Coverage Provided) For delivery Information our we6site et vnvw.uspe.comr. 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Postal Service,,, CERTIFIED MAIL,,, RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) visit our website at svw.usPs.com.. For delivery Information G 1 .G +7N. Ln Postage $ -D 0d Cedir"d Fee GReturn Receipt Feeilo RoeUimk tiara (Endorsement Required) C Resldcted Delivery Fee G (Endorsement Required) Cr S4.00 07/18/2014 C3Totst Postage 6 Fees •$ or PO Box No. Z,IlP�O �&t f( vN V " PS Form :.. .V..e for Instructions 7FCEIV[D OCT 1 b 1014 DCM-MHD CITY —This is a word processing form to be completed in Microsoft Word — NC Division of Coastal Management Maior Part it Aoolication Comouter Sheet Town of Emerald Isle 10127/ Project Site Counly: Carteret Staff.. JRD District: 0 Elizabeth City Washington ®Morehead City [I Wilmington Project Name: Eastern Access Rover File: WA Date of initial application submittal (EX; 142007): l Date application received as complete" in the Field office (EX: 1)W2007). Ci Permit Authorization: OCAMA El Dredge & Fill Both SITE DESCRIPTION/PERMIT INFORMATION PNA: [-]Yes ®No Photos Taken: Yes® No❑ Setback Required (riparian): Yes SNo Critical Habitat: El Yes NNo Not Sure 15 foot waiver obtained: ❑Yes ®No Hazard Notification Returned. - ® Yes ❑No SAV..❑Yes ®No ❑Not Sure Shell Bottom: Yes Z No Not Sure Temporary Impacts: ®Yes ❑No Sandbags: El Yes ZNo ❑ Not Sure Did the land use classification come from county LUP:❑Yes ®No Mitigation Required (optional): ❑Yes ®No Moratorium Conditions: Yes No ❑NA Environmental Assessment Done: ❑Yes ®No ❑NA SECONDARY WATER CLASSIFICATION— OPTIONAL (choose MAX of 4) Future Water Supply (FWS) Nutrient Sensitive Waters (NSW) Swamp Waters (SW) ❑ High Quality Waters (HQW) N Outstanding Resource Waters (ORW) WETLANDS IMPACTED (404) Corp. of Engineers (Jurisdictional ❑ (LS) Sea lavender (Limonium sp.) (SS) Glasswort (Salicornis sp.) wetlands) (CJ) Saw grass (Cladium jamaicense) ❑ (SA) Salt marsh cordgrass (Spartina ❑ (SY) Salt reed grass (Spartina alterniflora) cynosuroides) (DS) Salt or spike grass (Distichlis (SC) Bullrush or three square (Scirpus (TY) Cattail (Typha sp.) spicata) sp.) (JR) Black needlerush (Juncus EJ (SP) Salt/meadow grass (Spartina roemenanus) patens) APPLICATION FEE El No fee required - $0.00 ❑ III(A) Private w/D&F up to 1 acre; 3490 ❑ III(D) Priv. public or comet w/D&F to 1 can be applied - $250 acre; 3490 cant be applied - $400 ❑ Minor Modification to a CAMA Major Major Modification to a CAMA Major ❑ IV Any development involving D&F of permit - $100 permit - $250 more than 1 acre - $475 ❑ Permit Transfer - $100 ❑ III(B) Public or commercial w/ D&F to 1 ❑ Express Permit - $2000 3490 can be applied - $400 ❑ Major development extension request II. Public or commercial/no dredge $100 a r fill -$400 El I. Private no dredge and/or fill - $250 III(C) Priv. public or comm w ID&F to 1 a e; 3490 can be applied; DCM needs DWQ agreement - $400 252-808-2808 :: 1.888-0RCOAST :: v .nccoastalmanagement. net revised: 02115/10 �I NCDivision of Coastal Mgt. Application Computer Sheet, Page 2 of 3) Applicant: Town of Morehead City Date: 2120113 Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of measurement found in your Activities code sheet Activity Name Number TYPE Choose One REPLACE Choose One Dimension 1 Dimension 2 Dimension 3 Dimension 4 High Ground 1 New Work ® Maint ❑ Replace ❑ Y ® N 106, 80OFtz New Work ❑ Maint❑ Replace ❑Y[IN New Work ❑ Maint ❑ Replace ❑ Y ❑ N New Work❑ Maint ❑ Replace ❑ Y ❑ N New Work❑ Maint ❑ Replace ❑ Y ❑ N New Work ❑ Maint ❑ Replace ❑ Y ❑ N New Work ❑ Maint ❑ Replace ❑ Y ❑ N New Work ❑ Maint ❑ Replace ❑ Y ❑ N New Work ❑ Maint❑ Replace ❑Y❑N New Work ❑ Maint El Replace ❑Y❑N New Work ❑ Maint ❑ Replace ❑ Y ❑ N New Work ❑ Maint ❑ Replace ❑ Y ❑ N New Work ❑ Maint ❑ Replace ❑ Y ❑ N New Work ❑ Maint ❑ Replace ❑ Y ❑ N revised 02I15110 NG Division of Coastal Mgt. application Computer Sheet, Page 3 of 3) Applicant: ToWn of Morehead City Otis Landing Date: 2120113 Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found in your Habitat code sheet. Habitat Name DISTURB TYPE Choose One " TOTAL Sq. FL (Applied for. Disturbance total includes any anticipated restoration or temp impacts) FINAL Sq. Ft. (Anticipated final disturbance. Excludes any restoration and/or temp impact amoun) TOTAL Feet (Applied for. Disturbance total includes any anticipated restoration or temp impacts) FINAL Feet (Anticipated final disturbance. Excludes any restoration and/or temp impact amount Shallow bottom Dredge ❑ Fill ® Both ❑ Other ❑ 1050sq it 1050sq it High Ground Dredge ❑ Fit ® Both ❑ Other ❑ 216sq ft 216sq It Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ 252-808.2808 :: 1.888.4RCOAST :: www.nccoastaimanagement.net revised: 02/15/10 CERTIFIED MAIL • RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONMAIVER FORM Name of Property Owner: Wwt-j 0-'- f/►d$$" /$(�- IS�tn1�?v4fC 7�G4�� A4 6ve, Address of Property: 7,700 ( 6��W�8A49 (Lot or Street #, Street or Road, City & County) Applicant phone #: 2XZ 3�Yy Mailing Address: ?b V irl t'.SgfW dL, I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing, with dimensions, must be provided with this letter. v I have no objections to this proposal. I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastaimangement.net/contact_dcm.htin or by calling 1-888-4RCOAST. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, or lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) RECEIVED f� I do wish to waive the 15' setback requirement. ,JUL 17 2014 1 do not wish to waive the 15' setback requirement. nrM"MHDCTTY (Property Owner Information) Signature Print or Type Name Mailing Address City/State/Zip Telephone Number Date (Riparian Property Owner Information) Si ature --F"o /N 7'rtB•-re2 Print or Type Name 2-M, S. aaf" S7-. Mailing Address 4-rW -j&rrw v4 Z220L City/StatelZip Telephone Number Date 9•IY•r NO VA ISJUL 2014 Phi 3 L Hill li ill it I I CAMA Major Permit Application Attachments Attachment D List of Adjacent Riparian Land Owners & Notification Receipts RECEIVED JUL21 2d14 DC!u fIDCITY Town of Emerald Isle hat moftatt ! nlchol Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application List of Adjacent Riparian Property Owners Ocean Side Property Owners •w" Pier Pointe Common Area PDOT:9944 Pier Pointe Master Owners Association 8521Ocean View Drive Emerald Isle, NC 28594 Ocean Idlers Condominiums PDOT: 2462, 2366 Jule McMichael 1110 Arbor Lane Reidsville, NC 27320 PDOT:2396 Mitchell & Patsy Newman 375 Main Street Swan Quarter, NC 27885 Attachment D q 'i �:5f0 a5 4"�4YiG 442C 411g6 t424 2 9vv9V y�,� 33 e 120 366239, - 621E ]2PY4f 999 5224 326 152�: 90S a V� 1 21U9944 Pier Pointe 3 Condominiums FOOT:9207 FOOT:9019 Pointe East Properties LLC Joseph & Ellen Kelly 2166 Thatcher Drive 2428 Loyola Road Kinston, NC 28504 University Heights, OH 44118 PDOT:9066 Richard & Sharon Whatling PO Box 2844 Atlantic Beach, NC 28512 FOOT:9058 Andrew Mark Freeman 507 Rose Point Drive Cary, NC 27518 PDOT:9059 Michael & Carol Tillman 410 N. Glen Drive Raleigh, NC 27609 Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements PDOT:9018 Deborah Jefferson 8848 Wildwood Links Raleigh, NC 27613 FOOT:9026 Frederick Heuer 106 Baylis Road Longhorne, PA 19047 RECEIVED JUL 21 2014 DCM•MOMY ,"I, moffatt & nichol CAMA Major Permit Application Pier Pointe 4 Condominiums PDOT:8447 Pointe North Properties LLC 85210cean Drive Emerald Isle, NC 28594 PDOT:8440 Fred Intrator 2330 South Queen Street Arlington, VA 22202 PDOT:8599 G. Fred Fish 2935 John Adams Road Willow Spring, NC 27592 PDOT:8357 Gilbert Jones 208 N Harding Street Greenville, NC 27858 PDOT:8472 Marion Roden & Pamela Andrews 105 N. Torhunta Goldsboro, NC 27534 PDOT:8480 Henry Monson 550 Bass Road Four Oaks, NC 27524 PDOT:8398 Steven & Terry Bowes 149 Friar Lane McMurray, PA 15317 Ocean Reef P10 Condominiums PDOT:2180 Jarrick, Inc. 85210cean View Drive Emerald Isle, NC 28594 PDOT:2165 Gerald & Penny Gabriel 108 Avenel Lane Clayton, NC 27520 PDOT:2157 Charles & Anne Ellstrom PO Box 27926 Raleigh, NC 27611 (2519 Ocean Drive Emerald Isle, NC 28594) PDOT:2188 David Turner 202 Dobbs Spaight Road New Bern, NC 28562 PDOT:2186 James Burgess -Trustees 10 Anchor Bay Court Bluffton, SC 29910 Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Attachment D Ocean Reef P19 Condominiums PDOT:3574 Laura Sutorius 76 Banes Street Greenville, NC 27858 PDOT:2572 Jay Kortemeyer 102 Diann Drive Unit A2 Emerald Isle, NC 28594 PDOT:2561 Joan Easley 6502 Winding Arch Drive Durham, NC 27713 PDOT:2541 Robert & Corinne Higdon 301 Crimmons Drive Cary, NC 27511 PDOT:2544 Gulsel Littleton 703 Daventry Drive Greenville, NC 27858 PDOT:2542 Gayle Taylor 504 Mollie Mooney Road Roxboro, NC 27574 PDOT:2574 Floyd & Betty Jean 714 Arbor Brook Drive Cary, NC 27519 rJURECEIVED L 21 2014 DC A -MILD CITY ,,,, mOttOtt d nlcbol CAMA Major Permit Application Sound Side Property Owners 4-84 i6e PDOT:7050 Myron Maready 207 East Park Drive Emerald Isle, NC 28594 PDOT:7976 Myron & Wendy Maready 117 Michelle Manor Court Newport, NC 28570 PDOT:7955 John Herring 5209 Roswell Crest Court Apex, NC 27539 PDOT:9762 Maxine Gaynor 5109 NC 222 Fountain, NC27829 PDOT:9941 Jesse & Gloria Goodman 2702 Emerald Drive Emerald Isle, NC 28594 Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Attachment D UCEMD JUL 21 2014 naameny N11 molfott 6 nlohol LAMA Major Permit Application Certified Mail Receipts See following sheets (7) Attachment D RECEIVED L UL 21 2014 1 DC. NmDC!TY Town of Emerald Isle 1d,1 --Hatt a nichoi Park Drive Parking Lot and Drainage Improvements Postal CERTIFIED MAIL RECEIPT ir ,q (Oomeslw Mail Only; No Insurance Coverarre Provided) C3 p C3 M Postage S \ Cpt Canllled Fee p C3 Holum Recelpt Fee (Endorsement Required) b 9, p Room d Delivery Fee (Fsdorsement Requlretl) / / Total Postage & Fees $ C3 q1 .. MQxcne 4aVVo p M1 Sheet Apf:No .:............._.....3.-_1._-. or PO Box No. KI/l'i n . AIL 727 T M1 L, p to M Postage Cp 9 Comfietl Fee l• V '� ri p Rouen Receipt Fee Po,eylmadc �} [M (End o.. merit Requlretl) juiTpf4 p Restricted Delivery Fee O (Endorsement Required) M1 y S Total Postage 8 Fees p p((in ru (, o PDBoxNa. 520/.. RaSwelj. Ct Cdl►l-----..... 21537 M .. _ pt'1; mPostage $ C f'u Certified Fee 16 p p HolumReceipt Fee (Endorsement Required) p p Restricted Delivery Fee (Endorsement Required) M1 O Total Postage 8 FeesL % N rq Maread M1 .....�..Mycon o,POBaxhb 2o7_-Casfi r D.:-------------- En�e (R� d T� Ir N C 594 -... :r. rr lu uT M1 p Ln m .0 ra p p p p M1 S p to l p M1 Postal Service - CERTIFIED MAIL,,, RECEIPT m(Domestic Mail Only; M1 p Ln fTl Pottage $ ..., ._.. 1 p HolumFl Fee p(/ p cslpt (Endoraemset Required) p Fossi tetl Delivery Fee It. p (Endorsement Required) q0 M1 �14 S Total Postage 8 Fees $ C3ru p M1 or PO Bft.'; ox No. 0 3 Dnun , ra to .. C3 .n M Postage $ Cedilled Fee p RON. R... Pt Fee p (Endorsement Required) p Residcted Delivery Fee p (Endorsement Required) M1 7 Total Postage B Fees $ O ^g a GTa la a ..........y p - W--- M1 or PO Box No. Nic 6 14 nCZ "cqy Ir ra C3 1 QI In _ MPostage Candled Fee G CPLI C3 Pa Fee C3 (Endoersement Required) Restriced Delivery Fee 16 2014 I3 (Endorsement Required) S Total Postage & Fees $ -14 a Bent JAC3 Apt W.;Y.. ---j-�-tc�c....' M1 or PO Box No t0 ia R- �" 'NW'4 d TcLe,NC'29! Postal CERTIFIED MAILut RECEIPT rl ornostic Mail Only, No insurance Coverage Provided) O IT, Postage f � certified Fee 6 2R�rf O OO Retum Recelpl Fee (Endorsement Requiretl) -v p Restricted Delivery Fee (Endorsement RagWred) / �) S O Total Postage & Fees $ "' M�tchdl f at Newman a.-........ O Sbeel,AW i�b.:.••..... 3:15..Mnin... . - - ,. wPDBoxNe ------ (Domestic (Domestic Mail C For delivery intorm _-, ....CJ ,C mPostage f P(I 1 rR Cedllled Fee 0 net. Receipt Fee C3 (Endorsement Requked) 2014 0 C3(Endorsement Restricted Delivery Fee Requbed) f� v S Total Postage & Few C 2� U $ `, •' 0 ti Juk �chgcl- rq p M1 a`UaeC:ipl No:,-_._.y�p or PCBox No. . 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RECEIPT samestic Mail Only, No Insurance Coverage Provided) rU C3 uT Postage $ n rq Certified Fee Co O Retum Receipt Fee (Endosemgnt Required) (� Restricted Delivery Fee 1 n p (Endorsement Required) rry S Total Postage & Fees $ 111 ' O PO or ox Nu.F.... erPDaoxNu. 208 N • k�a�_a..��. U.S. Postal Service,, CERTIFIED MAIL,., RECEIP' (Domestic Mail only; No insurance Coverag, For delivery Information visit our webeite at www.t ri Cenllled Fee OO SaturnRacelPt Free 20}y p (Endorsement RegWretl) Restricted Delivery Fee p (Endorsement Required) 0 Total Postage & FeesIq " •_•_------------------- 7-166.WWAWl-,° 2'13f�A5 Tnhnr . �.. (DomesticLn Ir rU For delivery information visit our I., C3 Yrs In T Postage $ p CPU r i coddled Fee ") Return Receipt Fee 1 6 2Ot T OO (Endorsement Required) ( ere Resalcled Delivery Fee 7 p (Endorsement Required) FM1 = Total Postage & Fare ,$ 0 2i c Tlcrb( r� or PO Sox No. re:..Z30 S • lr) zlP,....................... h(lin.rM, ..J._I ......... _... _... _. _. _. 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RECEIPT i ICERTIFIED MAIL,. RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) (Domestic Mail Only; No Insurance Coverage Provided) For delivery Information visit our website at www.usps.corn, For delivery Information visit our webs,,. so www.uspe.core" seh • r I 1 _11111111 1,11111111p NERWIV as , z 2 V/ PS Form 8800, Augus12006 See Reverse to, Instructions PS Form 3a0g. August %d6 See Reverse for Instructions Postal CERTIFIED MAIL RECEIPT M1 r3 H C` E In .mu Postage s 7!j PU �91 Cediried Fee N C3Retum Recelpt Fee C3(Endom.meniPequlredj 6 1Diy O Ree r0arl D.svery Fee r3 (Endorsement Required) $ 171 S Total Postage & Fees C3 sed" N, FI t........._ .............._..... ............. C3 o a°°°` Va, A{�yy EvwkZY M1 or PO Sox No. ...�'.4..5..•.1. City. &rare. IB*.i Cnu ............. 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CLEVELAHO 1p 4411E n C3 _ .. _.. —0 $0.70 0175 Ln Postage 8 J ° Certified Fee 06 43.30 ii � O Retum Reoeipl Fee PoGnwrk Hen $0.00 O(EMorsemeni Required) 40.00 C3 11-Fee (E aorsememRequired) E o Total Postage & Fees 07/18/2014 $ $4.00 rR 56.0\ 4 E�Jzn. �11 o M1 ._.............._._...... Sr POBov o." 24-A LO-jokt?,ccj i*. ... cny, s;eie," Unlvet s( 0 1 Postal CERTIFIED MAILT,,, RECEIPT ar (DomesticLn D' MPostage $ � Cerglied Fee �✓ w Cp(I _ O Return Receipt Pea (Entloraamenl Required) Jew POOUn 17 He. 16 p Restricted Delivery Fee (Endorsement Required) �i7 2�14 M1 0 Total Postage & Fees ,$ O "' ° M%chacl 4 Cat91. p r. Srree4 1. Tic:: -. _...-. .............. wPOadeft Ato N.U6h _.. 1 .. . be. .... .............. (Domestic Mail C For delivery Inform, Or M 0 - Postage $ D a Certified Fee O O Retom Receipt Fee O (Endorsement Required) Restricted Dellvery Fee p (Endorsement Required) M1 'S 0 Total Postage & Fees $ rtdrq sd o S edi Apt Vu.i M1 wPO Box No. PO N (Domestic Mail C For delivery Infarm or S m postage $ .D rq Certified Fee G G Return Receipt Fee (Endorsement Required) Restdoled Dellvery Fee Q (Endorsement Required) M1 �- Total Postage & Fees $ 0 p Seaar: APC Ne:; M1 wPO Box No. I� sa rR •. M1 v 'S HA�� Or O n7(EndommentH"uir�) postage $ • C FjI f raFee ire C3 Fea red)O162014 0 edj i M1 Total Postage & Fees $ r'( >ha'rvhry ._v ..---------- K ✓V 44 �, ru py ��/ po RECEiVEF� ,. er PO Bex No. r. - I M1 Ir YW C P � v m Postage It -0 certified Fee 3 6 2014 ri Return Receipt Fee C3 (Endowment Requlred) O Restricted Delivery Fee O (Endorsement Requlw) 17, ra S Total Postage & Fees $ O COrMl � OBc:/V°:'...sxs�&�2/.....�aI.���_�I�.�.a................. ar PO Box No. I t Crb. BrMe, I/Pr4 G s,\xla.l.i s1e Nc- 2$5R L lr � 2014 41L,r, RECEIPT o Insurance Coverage Provided) .It our.6bb}site at wvvvv.uaps.c°mr 11 ., NOW Mil \ �sr .r s...�.. -_c. (Domestic Mail Only, No Insurance Coverage Provided) ru o5'_ _ je - n ..o Postage $ 4i CPU ?, CeNlled Fee '7� - OO Return Receipt Fee Poshnuk 1 6 e (Endorsement Required)) 201t p Restricted Delivery Fee (Endowment Required) 'y OTotal Postage & Fees $ �^ rZ1 ru rq m M1 or.Posoy'v....$.521-.--Ocean1- _ cm:s1 in0,-z"et"(d ............... rSIXr �- 28514 .----- 1 Postal CERTIFIED MAIL,, RECEIPT rq i (Domestic Mail Only; No Insurance Coverage Provided) Ln L S E .d Ln -0 Postage $ 06 a NOW Fee Roalmrk ORelum Reeept Fea (EntloreameM Required) lire C G Resuided Dellvery Fee (Endorsement Required) o" $4.00 07/18/2014 C A Total Postage & Fees d� $ �,d l�o�erhe o (+. _��n\c - —\ sent as - o,PDeoxNo. 2.)-l_P - _LLG---------- _.._..._-. -----`Achtr-_(%(�uL--------------.---- cru aa::t�p:�-�`Y1SfDi1t NC rJ LAMA Major Permit Application Attachments Attachment E NCEPA Compliance Statement r RE� JUL 21 2014 1lGM-�C11'1' Town of Emerald Isle d♦1-often a ^Ichol Park Drive Parking Lot and Drainage Improvements RECEIVED CERTIFIED MAIL • RETURN RECEIPT REQUESTED JUL 0 7 2014 MOFFATT & NICHOI. DIVISION OF COASTAL MANAGEMENT RALEIGM NC ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM ' Name of Property Owner: own 4 Ervefa\d Ts1e , Fcrnlc 1?vsl� AddressofProperty: 211J� L-11)e(cld Dnve, L"yfald Tsle, No 2.c594- (Lot or Street #, Street or Road, City & County) Applicant phone #:(252)3s4-3424 Mailing Address: 7SDo Eme(4dDf%yc Emet�.� Tsle, NC 2-g614 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are pro ing. A description or drawing, with dimensions, must be provided with this letter. I have no objections to this proposal. I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastalmangement.net/contact_dcm.htm or by calling 1-888-4RCOAST. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, or lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) l Date I d ish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement. 9/c/'— 0960 Telephone Number l Date COASrAL CA.ROLINA AREA- //�/f NC 283 IT (1 '02 JUL 2014 Phi 1601lbI ,�;tom ` �`'' s1�.,� , ,��►a„�,���„�,,��,�, CERTIFIED MAIL • RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM Name of Property Owner: 1< Address of Property: 211JA Lj�vfc,ld 1D(we, Lme(a1d Tsk, NC 2-51¢ (Lot or Street #, Street or Road, City & County) Applicant phone#: US2) 354-3424 Mailing Address: 75oO Etre(cld D6vc Etre(Oa Ts)iz N(- 2-12,1514 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing, with dimensions, must be provided with this letter. re I have no objections to this proposal. I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastalmangement.neticontact_dcm.htm or by calling 1-888-4RCOAST. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, or lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) do wish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement. (Property Owner Information) (Riparian Property Owner Information) Signature or Type Name Mailing Address City/State/Zip Telephone Number Date Signature Print or Type Name 1)-lS �r'or �—an-9— Mailing Address r � 1 City/State/Z o �IWA-9�l\-4A1,a---R Telephone Number b -1 to -1 ,- Date PrFrSBURGH PA 15U KIMAIWA3ZINg ktm N N ``"Qll 276O9iS243s MMI ire--- /Ii FORtv,x n\��. �': , •- u S.' y. CERTIFIED MAIL • RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM Name of Property Owner: )e . Fyciak Address of Property: 21'D\ L\rV(c jd D(rve , Erpe(G lId Tsje l (Lot or Street #, Street or Road, City & County) Applicant phone #: US 2 ) 3S4- 3424 Mailing Address: 75DO EffVt:(dADrwc. Emerad Tslr N� 28514 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing with dimensions must be provided with this letter. yI have no objections to this proposal. I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastalmangement.net/contact_dcm.htm or by calling 1-888-4RCOAST. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, or lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement. (Pr perty Owner Information) nature S hri revA Wei-Hin,1n Print or Type Name ev W a� Mailing r�ythL I /)c clfS ty/State/Zip &o- y&& - 55-1 Telephone Number Date ��� (Riparian Property Owner Information) Signature Print or Type Name Mailing Address City/State/Zip Telephone Number Date 7"a E JUN 16 2014 CERTIFIED MAIL • RETURN RECEIPT REQUESTED MOFFA17 & NICHOI, DIVISION OF COASTAL MANAGEMENT RALEIGH, NO ADJACENT RIPARIAN yy��PROPERTY OWNER NO,TIFICATIONMIAIVER FORM Name of Property Owner: P1 Gha ,A � S/vl r-rin km a /- Address of Property: it r ►col &-e- A 3 d (Sl , AJL � G (Lot or Street#, Street or Road, City & County) (` Applicant phone #:py)— G(o-7— (0.3 ,-G Mailing Address: � 0 tY� tcp Y T I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. Kdescription or drawing, with dimensions, must be provided with this letter. I have no objections to this proposal. I have objections to this proposal. If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCMj in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at www.nccoastalmangement.net/contact_dcm.htm or by calling 1-888-4RCOAST. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, or lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement. J I do not wish to waive the 15' setback requirement. (Property Owner Information) Signature U 'ShA OV) GUafl�Vt A Print or Type Name Pb &�& d,4gf Mailing Address "AII'h L h City/StatelZip NC a�Sla Telephone Number 8&a- q(al - & ssq � ((( (l y (Riparian Property Owner Information) Signatur Print or Type Name Mailing Address City/State/Zip Telephone Number Date U,c,fp�,r.� q RECEIVED JUN 3 0 2014 t xC;'.. zaa 3t ' c JUN 3 0 20% MOFFATT & NICHOL P,�IBGH* Itl1'+��Illiw ltuliji]!�!+ ! llilli�h111111nollnJfillllilI �� Iv5 -1 lf NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory John E. Skvarla, III Governor Secretary October 28, 2014 Frank Rush, Town Manager Town of Emerald Isle 7500 Emerald Isle Drive Emerald Isle, NC 28594 Subject: State Stormwater Management Permit No. SW8 940318 Emerald Isle Park Drive Parking Lot (formerly Emerald Isle Beach Access) High Density Commercial Infiltration Chamber Project Carteret County Dear Mr. Rush: The Wilmington Regional Office received a complete, modified State Stormwater Management Permit Application for Emerald Isle Park Drive Parking Lot on October 30, 2014. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000 and with the Town of Emerald Isle's Universal stormwater ordinance. We are forwarding Permit No. SW8 940318 dated October 30, 20114, for the construction, operation, and maintenance of the BMP's and built -upon area associated with the subject project. This permit shall be effective from the date of issuance until October 30, 2022, and shall be subject to the conditions and limitations as specified therein. Please pay special attention to the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions, certification of the BMP's, procedures for changing ownership, transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to renew the permit, will result in future compliance problems. The modifications covered by this permit include: 1. A name change of the project from Emerald Isle Beach Access to Emerald Isle Park Drive Parking Lot. 2. The project area and scope are expanded beyond the previously permitted limits. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding. RECEIVED Nnv 0 4 2014 DCM-MHD CITY Division of Energy, Mineral, and Land Resources Land Quality Section — Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-7215 / Fax: (910) 350-2004 State Stormwater Management Systems Permit No. SW8 940318' If you have any questions, or need additional information concerning this matter, please contact Linda Lewis in the Wilmington Regional Office at (910) 796-7215. Sin 11 erely, � emcy D is, P.E., Directorr Division of Energy, Mineral and Land Resources GDS/arl: G:IWQIShared\Stormwater\Permits & Projects119941940318 HM2014 10 permit 940318 cc: Ryan Smith, P.E., Moffatt & Nichol Town of Emerald Isle Building Inspections Division of Coastal Management —Morehead City Office Wilmington Regional Office Stormwater File RECEIVED NnV 0 4 7014 DCM-MHD CIIV Page 2 of 8 State Stormwater Management Systems Permit No. SW8 940318 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STATE STORMWATER MANAGEMENT PERMIT HIGH DENSITY COMMERCIAL DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Town of Emerald Isle Emerald Isle Park Drive Parking Lot 2701 Emerald Drive, Emerald Isle, Carteret County FOR THE construction, operation and maintenance of one (1) infiltration chamber system in compliance with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter the "stormwater rules') and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division and considered a part of this permit. This permit shall be effective from the date of issuance until October 30, 2022, and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS 1. This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. 2. This infiltration chamber stormwater system has been approved for the management of stormwater runoff as described in Section 1.6 of this permit. The stormwater control has been designed to handle the runoff from 63,603 square feet of impervious area. 3. Per section .1008 (h) of the stormwater rules, this alternative design infiltration system provides equal or better protection because it infiltrates a 10-year, 24- hour storm without discharging, using an infiltration rate of one-half of the expected infiltration rate provided in the soils report. The infiltration system is designed in accordance with Option 4 of Section 16.3.9 of the BMP manual, therefore, no bypass, no vegetated filter strip, and no additional storage volume are required. The approved parameters are: a. 10 yr 24 hr design storm, inches 6.87 (from NOAA chart) b. Volume to infiltrate, cf: 34,893 C. Volume infiltrated in 24 hours, cf: 48,000 (at'/2 expected infiltration rate) d. Remaining volume to infiltrate, cf:-13,107 (must be < provided storage volum�E "' Nov n Page 3 of 8 DCv State Stormwater Management Systems Permit No. SW8 940318 4. The tract will be limited to the amount of built -upon area indicated in Sections 1.2 and 1.6 of this permit, and as shown on the approved plans. The built -upon area for the future development is limited to 0 square feet. 5. The project shall provide and maintain a minimum 50' wide vegetated buffer adjacent surface waters, measured horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of streams and rivers, and the mean high water line of tidal waters. 6: The following design criteria have been permitted for the infiltration trench / chamber system and must be provided and maintained at design condition: a. Drainage Area, 9cres: 1.70 Onsite, ft : 74,106 Offsite, ft2: 0 b. Total Impervious Surfaces, ft2: 63,603 Onsite, ft : 63,603 Offsite, ft2: 0 C. Design Storm, inches: 2 (Universal) d. Trench Length, feet: 320 e. Trench Width, feet: 24.6 (average) f. Trench Depth, feet: 3.2 9. Bottom Elevation, FMSI : 9.3 h. Bottom Surface Area, ft : • 4,800 i. Bypass Weir Elevation, FMSL: 12.5 j. Chamber Model Number: Stormtech SC310 k. Volume provided per Chamber, ft3: 14.7 I. Number of Chambers provided: 90 (2 rows @45 each) M. Permitted Total Storage Volume, ft3: 11,196 n. Type of Soil: Newhan / Sand o. Expected Infiltration Rate, in/hr: 10.0 p. Seasonal High Water Table, FMSL: 6.5 q. Time to Draw Down, hours: <3 r. Receiving Stream/River Basin: Bogue Sound / WOK S. Stream Index Number: 20-36-(0.5) t. Classification of Water Body: "SA ORW" II. SCHEDULE OF COMPLIANCE 1. The facilities shall be constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 2. The stormwater management system shall be constructed in its entirety, vegetated and operational for its intended use prior to the construction of any built -upon surface. 3. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the permitted stormwater control system. 4. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately. If the stormwater system is used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility. 5. The permittee shall follow the approved Operation and Maintenance Agreement in its entirety, and shall provide and perform the listed operation and maintenance procedures at the specified intervals to assure the permitted stormwater system functions at optimum efficiency. Page 4 of 8 State Stormwater Management Systems Permit No. SW8 940318 6. Records of maintenance activities must be kept for each permitted BMP. The reports will indicate the date, activity, name of person performing the work and what actions were taken. 7. Access to the stormwater facilities for inspection and maintenance shall be provided via appropriate easements at all times. All stormwater collection and treatment systems must be located in public rights -of -way, common areas or recorded easements. The final plats for the project will be recorded showing all such required rights -of -way, common areas and easements, in accordance with the approved plans. 8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. A modification may be required for those deviations. 9. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to any item shown on the approved plans, including the stormwater management measures, built -upon area, details, etc. b. Redesign or addition to the approved amount of built -upon area or to the drainage area. C. Further development, subdivision, acquisition, lease or sale of any, all or part of the project area. d. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan. e. The construction of any future BUA listed on the application. 10. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans and certification in writing to the Director that the changes have been made. III. GENERAL CONDITIONS This permit is not transferable to any person or entity except after notice to and approval by the Director. The permittee shall submit a completed and signed Name/Ownership Change Form, accompanied by the supporting documentation as listed on the form, to the Division at least 60 days prior to any one or more of the following events: a. An ownership change including the sale or conveyance of the project area in whole or in part; b. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association, subject to the requirements of Session Law 2011-256; c. Bankruptcy; RECEIVED d. Foreclosure; e. Dissolution of the partnership or corporate entity; NOV 04 7ntt f. A name change of the current permittee; DCM4AMD CYtw g. A name change of the project; h. A mailing address change of the permittee; Page 5 of 8 State Stormwater Management Systems, Permit No. SW8 940318 2. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the transfer request. 3. Approved plans, application, supplement forms, Operation and Maintenance agreements, design calculations and specifications for this project are incorporated by reference and are enforceable parts of the permit. The Permittee shall maintain a copy of the approved plans and specifications on file at all times. 4. Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the stormwater rules is subject to enforcement procedures as set forth in North Carolina General Statute 143, Article 21. 5. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal) having jurisdiction. 6. In the event that the facilities fail to perform satisfactorily, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems. 7. The permittee grants DENR Staff permission to enter the property during normal business hours for the purpose of inspecting all components of the permitted stormwater management facility. 8. The permit issued shall continue in force and effect until revoked or terminated. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and reissuance or termination does not stay any permit condition. 9. Unless specified elsewhere, permanent seeding requirements for the stormwater controls must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 10. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules and regulations contained in Session Law 2008- 211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al. 11. The permittee shall submit a permit renewal application at least 180 days prior to the expiration date of this permit. The renewal request must include the appropriate documentation and the processing fee. Permit modified and reissued this the 30'" day of October 2014. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION 3c Division of nergy, Mineral and Land Resources By Authority of the Environmental Management Commission Page 6 of 8 State Stormwater Management Systems Permit No. SW8 940318 Emerald Isle Park Drive Parking Lot Stormwater Permit No. SW8 940318 Carteret County Designer's Certification I, , as a duly registered in the State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the project, (Project) for (Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. The checklist of items on page 2 of this form is included in the Certification. Noted deviations from approved plans and specification: Signature Registration Number Date SEAL RECEIVED NOV 04 9n14 DCM-MHD CfrY Page 7 of 8 State Stormwater Management Systems Permit No. SW8 940318 Certification Requirements: 1. The drainage area to the system contains approximately the permitted acreage. 2. The drainage area to the system contains no more than the permitted amount of built -upon area. 3. All the built -upon area associated with the project is graded such that the runoff drains to the system. 4. All roof drains are located such that the runoff is directed into the system. 5. The bypass structure weir elevation is per the approved plan. 6. The bypass structure is located per the approved plans. 7. A Trash Rack is provided on the bypass structure. 8. All slopes are grassed with permanent vegetation. 9. Vegetated slopes are no steeper than 3:1. 10. The inlets are located per the approved plans and do not cause short- circuiting of the system. 11. The permitted amounts of surface area and/or volume have been provided. 12. All required design depths are provided. 13. All required parts of the system are provided. 14. The required system dimensions are provided per the approved plans. cc:. NCDENR-DEMLR, Wilmington Regional Office Town of Emerald Isle Building Inspections Page 8 of 8 Town of EmeraCcf IsCe Mayor Eddie Barber Mayo Pro -Tern Floyd Messer, Jr. Board of Commissioners Nita Hedreen Tom Hoover, Jr. John Wootten Maripat Wright July 15, 2014 Visit our web site at www.emeraldisle-nc.ora I Town Manager Frank A. Rush, Jr. frush@emeraldisle-nc.ore Mailing Address 7500 Emerald Drive Emerald Isle, NC 28594 Physical Address 7509 Emerald Drive Voice 252 Fax 354-5068 North Carolina Department of Environment and Natural Resources North Carolina Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 \ Re: CAMA Permit Application Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements The above referenced project does not require NCEPA or NEPA review and will be designed and constructed in compliance with State regulations for this type of activity. The proposed project is located on public lands currently owned by the Town of Emerald Isle and will be funded with public monies. The project will be owned and operated by Town of Emerald Isle and will be accessible to the public. Sincerely, Frank A. Rush, Jr., Town Manager rBD r L E 1 2014 D�MMenCrrY CAMA Major Permit Application Attachments Attachment F Site Photographs rJRECEIVED UL 2 1 Dc bfwm Cmy Town of Emerald Isle UP moffoft & Mchol Park Drive Parking Lot and Drainage Improvements it "La a 4 Il DC,M.YTTTD CITY r `i' 6 � � � �:1 M � � � i. � �U '—`, L. ±f A' 1 t�. li F �F � 1 .�� iY l �` I 1 °!� 1 ��jG. �y >�' V � � N 1" ,. ;� h a S�. �,. � +" 5�', n �} � ,� ����� Y�1 t.s ) � 33 %,. r �� � Y' �: ��l'i � u�'+�': CAMA Major Permit Application Attachments Attachment G Agent Authorization Form RECEIVED JUL 21 2014 1DCM-M11D CITY Town of Emerald Isle y„ mottan 6 nichol Park Drive Parking Lot and Drainage Improvements 4 7 N.C. DIVISION OF COASTAL MANAGEMENT AGENT AUTHORIZATION FORM Date 7 110 Name of Property Owner Applying for Permit: Town of Emerjla hie rr�,k A. k4-w , S. Turn M>n>yr, Mailing Address: iSOo E,Meeatd Drive (".mrr,(d tsIt NC 2$514 Nirb,! I certify that I have authorized (agent) Mvffoj> to act on my behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to install or construct (activity) PO. K ny 1° i si" v>%r IMp rvvr-m 'd at (my property located at) q%,4.vn tote., Rrl� coal Arcric tmrr.ld Grtvt This certification is valid thru (date) _pr•6lC4 c•"^rle { " Property Owner Signature Date RECEIVED JUL 21 2014 DC,YeY!IDCITY 1616 East Millbrook Road, Sude 166 Raleigh, NC 27609 Moffatt & nlchol (919)7814626 Fax(919) 7814869 www.motfattnichol.com TRANSMITTAL To: Division of Coastal Management, NCDENR Date: July 18, 2014 Morehead City Headquarters Subject: Town of Emerald Isle Park Drive Parking Lot 400 Commerce Ave. and Drainage Improvements Morehead City, NC 28557 M&N Job No: 7015 Attn: Roy Brownlow, District Manager Phone: (252) 808.2808 ® Fed Ex ElUSPS [IHand-Delivery WE ARE SENDING YOU VIA: ❑ Messenger ❑ Attached ❑ Other: ❑ Shop Drawings ❑ Information ® Drawings ❑ Samples/Catalog Cuts ❑ Specifications ❑ Letters ❑ Change Order ® Other: Copies Description 1 CAMA Permit Application 25 1 1x1 7 Permit Drawings 1 Check for $400 payable to NCDENR for Permit Application Fees 3 Adjacent Property Owner Notification Forms ❑ For your use ❑ Submit_ copies for distribution ❑ Return of _ corrected prints ❑ Other: REMARKS: ® For approval ❑ For review and comment ❑ Resubmit —copies for approval ❑ As requested ❑ For Bids Due ❑ Return of Loaned Items A couple of the adjacent property notification forms were sent to our office; they are included with this application for your files. Please contact Mike Winters (mwinters(d)moffattnichol.com) or me via email (imcintvre(&moffattnichol.com) or phone (919-781-4626) if you have any questions or need additional information regarding this permit application. cc: Frank Rush, Town Manager, Town of Emerald Isle SIGNED. ) JUL 21 2014 °af-UmCM10 c ��L 20 W q°°OR— If enclosures are not as noted, kindly notify us at once. LAMA Major Permit Application for Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Prepared for: Town of Emerald Isle Prepared by: 1/'1 moffaft & nichol 1616 East Millbrook Road, Suite 160 Raleigh, NC 27609 (919)781-4626 July 2014 RECFMz JUL21ii CAMA Major Permit Application Table of Contents Application for Major Development Permit —Forms DCM MP-1 and MP-3 Attachment A Project Narrative Attachment B Permit Drawings Attachment C Copy of Deed Attachment D List of Adjacent Riparian Land Owners & Notification Receipts Attachment E NCEPA Compliance Statement Attachment F Site Photographs Attachment G Agent Authorization Form Table of Contents tJRECEIVED JUL 21 ii t DCMMHDCITY Town of Emerald Isle 1/11 mouatt a nichol Park Drive Parking Lot and Drainage Improvements Dom UP-1 APPLICATION for Major Development Permit (last revised 12/27106) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Town Of Emerald Isle Project Name (if applicable) Park Drive Parking Lot and Drainage Improvements Applicant 1: First Name Frank MI Last Name Rush Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 7500 Emerald Drive PO Box City Emerald Isle State NC ZIP 28594 Country USA Phone No. 252-354-3424 ext. FAX No. 252-241-6995 Street Address (if different from above) City State ZIP Email frush@emeraldisle-nc.org 2. Agent(Contractor Information Business Name Moffatt & Nichol Agent/ Contractor 1: First Name MI Last Name Mike Winters Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State 1616 E. Millbrook Road, Suite 160 Raleigh NC ZIP Phone No. 1 Phone No. 2 27609 919-781-4646 ext. - - ext. FAX No. Contractor # 919 781 4869 Street Address (if different from above) City Stale ZIP Email mwinters@moffaftnichol.com <Form continues on back> RECEIVED 1 9(1M4 252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net DCM-MAD CITY Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Carteret 2701 Emerald Drive NC 58 Subdivision Name City State Zip n/a Emerald Isle NC 28594 - Phone No. Lot No.(s) (d many, attach additional page with list) ext. I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project White Oak 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 ONO work falls within. Town of Emerald Isle 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 231 ft 160,000 sq ft c. Size of individual lolls) d. Approximate elevation of tract above NHW (normal high water) or n/a, I I NWL (normal water level) (If many lot sizes, please attach additional page with a list) 14.5 ® NHW or ❑NW L e. Vegetation on tract Grass/weedy vegetation f. Man-made features and uses now on tract Current man-made features: public gravel & asphalt parking lot, bathhouse, picnic shelter, on -site septic system, and timber beach -access walkways; Former man-made features: former Emerald Isle Pier & Thompson Steel Pier g. Identify and describe the existing land uses adjacent to the proposed project site. Residential homes and condominiums and public beach h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning? The parcel is not Zoned by Carteret County; the property (Attach zoning compliance certificate, if applicable) is owned by the Town of Emerald Isle. No change in use ®Yes [:]No ❑NA is proposed for the site. 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 DNA 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? <Form continues on next page> I JUL 2 12014 282-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.n eW DCM-Y'fD CITY Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ❑Yes ®No (ii) Are there coastal wetlands on the site? ❑Yes ®No (III) If yes to either (1) or (11) above, has a delineation been conducted? ❑Yes ❑No (Attach documentation, of available) n. Describe existing wastewater treatment facilities. Existing wastewater treatment is handled with subsurface disposal on site with a leach field on the east side of the site near the existing bath house. o. Describe existing drinking water supply source. Municipal p. Describe existing stone water management or treatment systems. There is no storm water management or treatment system on site; currently runoff from existing impervious areas drains towards the back of the site (Emerald Isle Drive / NC 58). 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Purpose: Project will serve as a public parking lot for beach access. Use: Facility will be used by the general public. Daily operations: Daily operations will comprise public parking and use of the adjacent facilities; regular public use is anticipated. 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. Construction will be via land -based equipment. Land -based equipment will be stored on -site for the duration of construction within a fenced area. Equipment specifics will be the responsibility of the contractor. d. List all development activities you propose. Project activities include (see project narrative for more detail): (a) Reconfiguration and resurface of an existing parking lot; (b) Installation of new stormwater treatment system and levelling of the site; and (c) Installation of new site lighting 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 project? 3.6 ❑Sq.FI 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. The existing parking lot (impervious surface) conveys runoff as sheet flow generally towards the back of the site (Emerald Isle Drive / NC 58). The proposed storwater drainage system will collect and treat the first 2-inches of runoff from impervious surfaces, in accordance with the Town of Emerald Isle's Universal Stormwater Management Program. The parking lot will be graded to allow sheet flow towards French drain type swales directing flow towards the main stormwater collection system. The main stormwater collection system will consist of detention chambers with a stone infiltration layer a minimum of 28 inches below the parking lot surface. I. Will wastewater or stormwater be discharged into a wedand? ❑Yes ®No DNA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA dii j. Is there any mitigation proposed? ❑Yes ®No ❑N If yes, attach a mitigation proposal. JUL 21 2N 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmonageme - Form DCM MP-1 (Page 4 of 4) APPLICATION for <Form continues on back> 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 orderfor the application package to be cdmpiate. Items (a) - (n are aAvays applicable to any major development applketion. Pleaso eonsultthe 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 c(oss-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 stale application only) or other Instrument under which the applicant claims title to the affected properties. a. 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 See Attachment D 'Phone No. Address Name Phone No. Address "Name - Phone No. Address - g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, pennittee, and Issuing dates. h. Signed consultant or agent authorization form, if applicable. I. Welland 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 Ad. 7. Certification and Permission to Enter on Land I understand that any permit issued In response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date-7110�14 Print Name r'znll. A. RK,k, J. Signature Please indicate application attachments pertaining to your proposed project. ❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ®DCM MP-3 Upland Development r UL 2 12614 ❑DCM MP-4 Structures Information DCY-'t"!"D C17Y 252-808.2808 .. 1-888-4RCOAST .. www.necoastalmanagement.net 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 b. Number of lots or parcels. proposed. 1 Asphalt & pervious paver parking lot; site lighting; stormwater treatment system c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads, acre). ditches, etc. n/a 106,800 square feet e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as mad, paver stone, asphalt, or concrete) Division of Land Resources must receive an erosion and to be used for impervious surfaces. sedimentation control plan at least 30 days before land -disturbing concrete pavers & asphalt activity begins. (i) If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ®Yes []No ❑NA fin) If yes, list the date submitted: concurrent with this application g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also be covered by impervious and/or built -upon surfaces, such as require a Stormwater Certification. pavement, building, rooftops, or to be used for vehicular driveways (1) Has a site development plan been submitted to the Division of or parking. Water Quality for review? entire tract is an AEC, see (i) for areas ®Yes ❑No ❑NA i. Give the percentage of the entire tract to be covered by impervious III) If yes, list the date submitted: concurrent with this and/or built -upon surfaces, such as pavement, building, rooftops, application or to be used for vehicular driveways or parking. Total site (parking area) = 106,800 square feet Existing impervious % = 71 % (76,040 sf) Proposed impervious % = 44% (46,994 sf including 25% of pavers) j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local no change to the existing sewage system is proposed. approval? ❑Yes []No ®NA If yes, attach appropriate documentation. I. Describe location and type of proposed discharges to waters of the ''gy�pp� m. Does the proposed project include an innovative alerCEWM state (e.g., surface runoff, sanitary wastewater, industrial/ design? commercial effluent, 'wash down' and residential discharges). ❑Yes ®No ❑NA The proposed storwater drainage system will collect and If yes, attach appropriate documentation. JUL 2 12014 treat the first 2-inches of runoff from impervious surfaces, in accordance with the Town of Emerald Isle's 252-808-28082 :: 1-888-4RCOA5T :: www.nccoastalmanaaement.net revised: 12/26/06 Form DCM MP-3 (Upland Development, Pape 2 of 2) Universal Stormwater Management Program. The parking lot will be graded to allow sheet flow towards French drain type swales directing flow towards the main stormwaler collection system. The main slormwater collection system will consist of detention chambers with a stone infiltration layer a minimum of 28 inches below the parking lot surface. m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) n/a o. When was the lot(s) platted and recorded? n/a -7r/• /11 Date Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Project Name Frank Rush Applicant Name Applicant Signature n. (i) Will water be Impounded? ®Yes ❑No ❑NA (ii) If yes, how many acres? water may be temporarily impounded in the parking lot swales p. If proposed development is a subdivision, will additional utilities be Installed for this upland development? ❑Yes ❑No ®NA RECEMD JUL 2 ] V� I vCs:•NVtfDC7Y 252-808-2808:: 1-88B.4RCOAST :: wwwmccoastalmanaaement.net revised: 12/26/06 CAMA Major Permit Application Attachments Attachment A Project Narrative RECEIVED JUL 21 2014 DCS:•M:m C:TY Town of Emerald Isle ,d11 -Orton a nicnoi Park Drive Parking Lot and Drainage Improvements LAMA Major Permit Application Project Narrative CAMA Major Permit Application for Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Project Narrative This application is for a CAMA Major Permit for the Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements project, prepared under the direction of the Town of Emerald Isle. This project was originally part of an initiative of the State of North Carolina to construct a new ocean pier and associated facilities as an annex to the aquarium located in Pine Knoll Shores. In 2013, the Town took over the project from the State and land was turned back over to the Town. The Town is using the remaining Waterfront Access and Marine Industry (WAMI) funding awarded for this project to complete the upland improvements (parking lot, stormwater, and site lighting) included in the original pier plan. Due to budgetary constraints, the site will also incorporate the use of an existing bath house (constructed in 1994), picnic shelter, and timber beach accesses on either side of the property. Under separate permit, the existing septic repair area at the northwest corner of the site will be relocated adjacent to the other existing septic repair area at south side of the site. For the original Pier project, a pre -application meeting was held at the Carteret County Health Department in Morehead City, NC on August 5, 2010 with representatives from NCDENR and USACE. The following information provides a description of the project, construction methodology, and potential environmental impacts. Location The project site, located at 2701 Emerald Drive, Emerald Isle, NC 28594 (intersection of NC Highway 58 and Park Drive), is on the site of the former Emerald Isle Pier, which was damaged from two hurricanes in 1996. Previously, the site was home to Thompson's Steel Pier— a steel structure with wood decking. The current site provides parking and a public access bathhouse. At the south west corner of the sites, the beach is accessed by an accessible wood ramp that traverses the dunes. The city also maintains a public beach access right-of-way along the east property line. As part of the site, Park Drive, a 60-foot right-of-way, extends north from Emerald Isle Drive (INC 58) to the island's soundside, allowing opportunity for limited public water access to Bogue Sound (home to the recently constructed NC Aquariums Sound Side Dock, a public pier and canoe/kayak launch). Project Description The proposed project consists of three main upland improvements: regrading and resurfacing of the existing parking lot, installation of a below -grade stormwater treatment system, and installation of site lighting in the parking lot area. The flood elevation at the project site is +15.00 feet NAVD88 as determined from Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) number 37206314001. The following site investigations were completed for this project (results are incorporated into the permit drawings). • Topographic and bathymetric survey, Rivers & Associates, Inc., November 2009 RECEIVED • Geotechnical investigation, S&ME, Inc., January 2010 JUL 2 1 2014 Town of Emerald Isle 1 1�11 m or�M44M CS Y Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Upland Improvements Project Narrative Upland Improvements include a reconfigured and resurfaced parking lot, a new stormwater treatment system, and new site lighting. Additionally, the existing bath house, picnic shelter, and timber beach accesses on either side of the property will be maintained and refurbished as required for this project. The following table presents a summary of the proposed project. Note the below table references only the parking lot area; no quantities are included for the sound side of Park Drive (see stormwater detention system section for description). A description of each of project component follows. Project Summary Table Total Site 2.45 acres (106,800 square feet) Parking Lot Existing Impervious / Pervious 76,040 square feet (asphalt & gravel) / 30,760 square feet Proposed Impervious / Pervious (sand & grass) 41,485 square feet (asphalt) & 5,509 square feet (pervious pavers) / 16,527 square feet (pervious pavers) & 43,279 square feet (grass) Stormwater Treatment System On -site French drain/swale system Parking Lot The proposed parking lot at the project site will consist of asphalt pavement main drives (aisles) with the parking spaces constructed of concrete pervious pavers. The parking lot layout utilizes a circular flow pattern, resulting in approximately 154 total spaces (including 6 handicap spaces). The asphalt pavement aisles will be comprised of approximately 8" of aggregate base course over a 4" drainage layer (wrapped in geotextile filter fabric) on compacted sub -base and topped with approximately 4" of asphalt pavement. The pavement section will be designed in accordance with North Carolina Department of Transportation (NCDOT) specifications for heavier loads associated with buses, trucks, and other service vehicles. The concrete pervious pavers will be founded on a 2" layer of bedding sand and an approximate 8" thick drainage layer (wrapped in geotextile filter fabric) on compacted sub -base. Areas of pavers will be contained within a perimeter concrete curb to ensure that they remain locked in place. The parking lot will be cross -sloped to drain toward grass medians/swales located between parking areas. Stormwater Detention System With regards to stormwater, the Town of Emerald Isle has adopted the Universal Stormwater Management Program (USMP). Therefore, according to the town's Unified Development Ordinance (UDO), Section 6.3, it is required that the runoff from the first 2-inches of rain on impervious surfaces be collected and treated. Previous discussions with NCDENR — Division of Water Quality (DWQ) yielded that the minimum amount of stormwater to be collected and treated would be based on the difference between existing and proposed impervious surface areas. The existing site contains a rather large asphalt and gravel (impervious) parking lot (approximately 76,040 SF). The asphalt pavement aisles associated with the proposed parking lot only account for approximately 41,485 SF of impervious surface plus 25% of the paver area or 5,509 SF. Therefore, it would only be necessary to collect and treat runoff related to the proposed impervious surface area. Town of Emerald Isle 2 Park Drive Parking Lot and Drainage Improvements RECE= "„ moll a Nch01 JUL 21 2014 CAMA Major Permit Application Project Narrative The parking lot will be graded such that surface water will sheet flow towards French drain type infiltration systems located in swales between parking areas. These French drains will be comprised of a strip of stone or pea gravel in the bottom of the swale, underlain with perforated plastic pipes in a gravel bed and wrapped in a geotextile filter fabric. For the volume of parking lot stormwater to be treated, secondary plastic pipes will then transport the runoff through an oil -water separator to the primary collection system. The main stormwater collection system, currently positioned near the northwest corner of the property, will be made up of a series of arch type (open bottom) high -density polyethylene (HDPE) chambers similar to those manufactured by StormTech. An open bottom system enables treatment of the stormwater through the underlying soils and provides a volume safety factor based on the infiltrative capacity of the soils. The chamber material will meet the material specifications of ASTM F 2418 and are designed to exceed American Association of State Highway and Transportation Officials (AASHTO) recommended design factors for earth loads and vehicular live loads. The foundation layer beneath the chambers will be 6-inches minimum of clean, crushed, angular stone (such as a #57 stone) compacted to 95% Standard Proctor Density. A non -woven geotextile filter fabric (AASHTO M288, Grade 2) will be placed between the foundation layer and compacted sub -grade. After installation of the detention chambers, a layer of non -compacted embedment stone, similar to the foundation stone, will be placed to a minimum of 6 inches above the chambers. An additional layer of geotextile filter fabric will be placed between the embedment stone and the overlying fill and/or pavement. Utilizing the lower profile StormTech model SC-310 chamber (16-inch), the minimum depth of this detention system is 28 inches. State regulations require that the stone infiltration layer be a minimum of 24 inches above the seasonal high water table (SHWT). Considering the pavement section (12-inch min), stormwater detention facility (28-inch min), and clearance (24-inches), the top of pavement would need to be positioned no lower than 64 inches above the SHWT. The preliminary soil evaluation performed for the site determined that the SHWT is in excess of 84 inches below the existing ground surface. Therefore, conditions on -site are favorable for the design and permitting of pervious pavements (at parking spaces) and a below grade stormwater infiltration system. Additionally, a stormwater treatment overflow system will be installed at the sound side terminus of Park Drive (across Emerald Isle Drive). The existing grassy area will be regraded to accommodate the potential overflow. Site Lighting Four light poles with overhead lights are proposed for the new parking lot configuration. The lights will be placed along the outer rows of the parking area to provide low level security lighting for the public using the lot. Construction Methods, Schedule, and Monitoring The proposed project will be completed in one phase; anticipated duration of construction is 6 months. Start date of project is pending receipt of environmental permits and will accommodate the primary tourist season. Construction will occur on land. On land equipment will consist of excavation, grading, and lifting equipment. Staging area will be on -site and across main road on soundside property. Sediment and erosion control will be maintained using silt fence around project limits. II IIIIRECEIVED Town of Emerald Isle 3 ,d, a>Ji4f�r a� �n��14 Park Drive Parking Lot and Drainage Improvements DCM•Ml3rJ CITY CAMA Major Permit Application Potential Environmental Impacts Project Narrative The USFWS database (updated 9/22/10) was used to collect information on listed endangered and threatened species for Cateret County. • Turtles — Green sea turtle, Kemp's Ridley sea turtle, Leatherback sea turtle, Loggerhead sea turtle • Shore birds — Piping plover, Red -cockaded woodpecker, Roseate tern • Marine mammals —West Indian manatee • Fish —Shortnose sturgeon • Invertebrates: Rough -leaved loosestrife, Seabeach amaranth The following is a summary of potential impacts from the proposed project to the surrounding environment and habitat. In general, the majority of the impacts are anticipated to be short-term due to construction activity. The project will not impact the existing dune structure. USFWS standard protection measures for endangered and threatened species and erosion control measures will be maintained during construction. In addition, the proposed project includes improved stormwater treatment. Water Quality No violations of State Water Quality Standards or significant impacts to water quality are expected. Stormwater No significant change in stormwater runoff associated with the reconfigured parking facility is expected due to the balance of impervious and pervious surfaces as compared to the existing facility. Stormwater runoff for the existing site is generally conveyed through sheet flow towards the back of the site. The parking area will be graded to allow sheet flow towards swales directing flow towards the new main stormwater collection system. The collection system will consist of a series of underground detention chambers with a stone infiltration layer. Terrestrial & Estuarine Resources The project site is a beachfront property with an established dune system. No construction is proposed waterward of the existing dune system or existing bulkhead (sound side). Construction activities may have a minimal impact on shorebird during construction, but no long-term impact is expected once construction is complete. rv RECEMD UL 21 2014 CM=MIID CITY Town of Emerald Isle 4 W11 moffou • Nchol Park Drive Parking Lot and Drainage Improvements CAMA Major Permit Application Attachments Attachment B Permit Drawings RECEIVED rDI L 212dt4 M-mo CITY Town of Emerald Isle ,/,1 monott a nlcnoi Park Drive Parking Lot and Drainage Improvements it CAMA Major Permit Application Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements Attachments Attachment C Copy of Deed RECEIVM JUL 21 2014 DCh1-m Cl7y „"moftatt & nichol TOWN OF EMERALD ISLE EMERALD ISLE, NORTH CAROLINA PARK DRIVE PARKING LOT AND DRAINAGE IMPROVEMENTS PELETIER ,s N� Z4 GG PR BOGUE 14 CEDAR POINT BpGUE SOUND PROJECT SITE ROGUE EMEaA� `� IN ET ATLANTIC OCEAN P� A «. JUL 21 2014 Dcwr,::mMY `,HAWING SCALES SHG BASEDO 2] U T - 2 - _ _ — 3 - 4- 5 B p p d waE =� x C H oo Z C W4F F w ova w x oy N an` � c f y fr� 8` B f;a°I ' E s r a i?. ya° 0 0 c e ul � e 0 0 E � 0 A A a rrDCM-NWC" UL 21 2014 E . Reference Number: $ N G 002 DRPWING SCALES SHOlM1 BASED ON YSYJI' DM4NNG 4 eM R W 1e SHEET INDEX SHEET NUMBER DESIGNER TITLE GENERAL SHEETS G-001 MhN COVER SHEET G-002 M&N SHEET INDEX C-003 M&N GENERAL NOTES AND ABBREVIATIONS G-004 M&N EXISTING CONDITIONS PLAN -SHEET 1 OF 2 G-005 M@N EXISTING CONDITIONS PLAN -SHEET 2 OF 2 G-006 M&N SOIL BORING PUN G-007 M&N SOIL BORING LOGS -SHEET 1 OF 2 G-008 M&N SOIL BORING LOGS -SHEET 2 OF 2 G-009 MEcN GENERAL SITE PLAN DEMOLITION SHEETS D-101 M&N DEMDLITON SITE PLAN -SHEET 1 OF 2 D-102 M&N DEMOLITON SITE PLAN -SHEET 2 OF 2 D-500 M&N DEMOLITON PHOTOGRAPHS CIVIL SHEETS C-100 M&N EROSION AND SEDIMENT CONTROL PLAN AND DETAILS C-101 M&N CIVIL SITE PLAN - SHEET 1 OF 2 C-102 MkN CIVIL SITE PLAN -SHEET 2 OF 2 C-103 M&N CIVIL GRADING AND DRAINAGE PLAN -SHEET 1 OF 2 C-104 M&N CIVIL GRADING AND DRAINAGE PLAN -SHEET 2 OF 2 C-500 M&N CIVIL DETAILS - SHEET i OF 2 C-501 M&N CIVIL DETAILS -SHEET 2 OF 2 1. GENERAL NOTES ARE NOT INTENDED TO REPLACE THE CONTRACT DOCUMENTS. SEE CONTRACT DOCUMENTS FOR REQUIREMENTS IN ADDITION TO THESE GENERAL NOTES. THE CONTRACT DOCUMENTS SHALL CONSIST OF THE COMPLETE PROJECT MANUAL (SPECIFICATIONS) AND WORKING DRAWINGS INCLUDING BUT NOT LIMITED TO ADVERTISEMENT FOR BIDS; NOTICE TO BIDDERS; INSTRUCTIONS TO BIDDERS AND GENERAL CONDITIONS OF THE CONTRACT; SUPPLEMENTARY GENERAL CONDITIONS; DIVISION 1 REQUIREMENTS; TECHNICAL SPECIFICATIONS; AND ANY RELEVANT ADDENDA ITEMS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS. 2. THE WORKING DRAWINGS ARE NOT NECESSARILY COMPLETE IN EVERY DETAIL. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL, SERVICES, LABOR, ETC, FOR A COMPLETE INSTALLATION; INCLUDING WORK REASONABLY INFERRED FROM THE CONTRACT DOCUMENTS AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS, WHETHER SHOWN DR NOT ON THE DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. DO NOT SCALE PROJECT DRAWINGS. REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOT BEGIN DEMOUTION/CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 4. SHOULD THERE BE A CONFLICT BETWEEN THESE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATIONS, THE MOST RESTRICTIVE INTERPRETATION SHALL PREVAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE OWNER'S REPRESENTATIVE ANY CLARIFICATION OR INTERPRETATION OF THE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATIONS IN WRITING AND IN ADVANCE OF THE BEGINNING OF DEMOLITION/CONSTRUCTION. 5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF DEMOUTION/CONSTRUCTION AND INSTALLATION OF MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY. 6. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS. 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF WRITTEN ACCEPTANCE BY THE OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 8. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES MADE TO THE DRAWINGS ON A SEPARATE UNITE SET OF PLANS PROVIDED BY THE DESIGNER. THESE ANNOTATED DRAWINGS SHALL BE RETURNED TO THE DESIGNER PRIOR TO APPROVAL OF THE FINAL PAYMENT APPLICATION. 9. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY DEBRIS RESULTING FROM DEMOLITION/CONSTRUCTION. DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED OF AS SPECIFIED. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL. 10. EXISTING CONSTRUCTION, INCLUDING UTILITIES AND OTHER MISCELLANEOUS ITEMS WHICH ARE TO REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED, UNLESS OTHERWISE NOTED. 11. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, ANY AND ALL DAMAGES THAT MAY OCCUR OUTSIDE THE LIMITS OF THIS PROJECT AS A RESULT OF DEMOUTION/CONSTRUCTION. 12. ALL AREAS DISTURBED DURING DEMOUTION/CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION, AT NO EXPENSE TO THE OWNER, UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, UTILITIES, PEDESTRIANS, AND VEHICULAR TRAFFIC FROM POTENTIAL DAMAGE DUE TO CONTRACTOR'S OPERATIONS. 14. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, TURBIDITY CURTAINS, BOOMS, TARPAULINS, FLOATS, STAGING, AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE WATER AND AIRBORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA. 15. ALL BUILDINGS, SURFACE, AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE PROJECT SITE ARE NOT NECESSARILY SHOWN HEREON. 16. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE. UTILITIES SHOWN ARE LIMITED TO FIELD LOCATION OF VISIBLE APPURTENANCES AND DO NOT NECESSARILY DEPICT ALL UTILITY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO BEGINNING WORK. VERIFY DISCREPANCIES WITH THE OWNER'S REPRESENTATIVE. 17. THE OWNER SHALL HAVE THE AUTHORITY TO DESIGNATE AND/OR LIMIT AREAS OF CONSTRUCTION. 18. LIMITED STAGING AREAS WILL BE PROVIDED ON SITE FOR CONTRACTOR'S USE. THE CONTRACTOR SHALL CONFIRM THE EXTENTS OF STAGING AREAS NTH THE OWNER'S REPRESENTATIVE. 19. WHEN SPECIFIC GRADING REQUIREMENTS ARE NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL GRADE TO DRAIN ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION, OR OTHERWISE DISTURBED BY CONSTRUCTION, AND ALSO TO MATCH THE ADJACENT GROUND. 20. WHERE PEDESTRIAN AND DRIVER SAFETY 15 ENDANGERED IN THE AREA OF DEMOUTION/CONSTRUCTION WORK, USE TRAFFIC BARRICADES ('JERSEY' TYPE BARRIERS) WITH FLASHING UGHTS. 21. THE OWNER MAKES NO REPRESENTATIONS ABOUT SUBSURFACE CONDITIONS THAT MAY BE ENCOUNTERED WITHIN THE UMITS OF THE PROJECT. 22. SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION FOR THIS PROJECT WAS PERFORMED IN JANUARY, 2010 BY THE FOLLOWING. S&ME, INC 3201 SPRING FOREST ROAD RALEIGH, NORTH CAROLINA 27616 23. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD 1988). 24. THE FOLLOWING DATA IS PROVIDED REGARDING TIDAL INFORMATION. TIDAL INFORMATION WAS OBTAINED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL OCEAN SERVICE (NOS) BENCHMARK 865 6590 (ATLANTIC BEACH, NORTH CAROUNA). ELEVATIONS ARE REFERENCED ON THE 1983-2001 EPOCH. MHHW - +1.66 FT (NAVD88) MHW - +1.32 FT (NAVD88) NAVD88 - +0.00 FT MSL - -0.48 FT (NAVD88) MLW - -2.33 FT (NAVD88) MLLW - -2.48 FT (NAVD88) 25. PROJECT SITE SURVEY WAS PERFORMED IN NOVEMBER. 2009 BY THE FOLLOWING. THE PROFESSIONAL LAND SURVEYOR OF RECORD IS PETER W. HARTMAN, NORTH CAROLINA UCENSE NO. L-4262. RIVERS & ASSOCIATES, INC 107 EAST 2nd STREET GREENVILLE. NORTH CAROUNA 27858 DRAWING ABBREVIATIONS: AASHTO - AMERICAN ASSOCIATION MPH - MILES PER HOUR OF STATE HIGHWAY AND MSL - MEAN SEA LEVEL TRANSPORTATION OFFICIALS N- NORTH ACI - AMERICAN CONCRETE N/A - NOT APPLICABLE INSTITUTE NCDENR - NORTH CAROLINA ADA - AMERICANS WITH DEPARTMENT OF DISABILITIES ACT ENVIRONMENT AND NATURAL AISC - AMERICAN INSTITUTE OF RESOURCES STEEL CONSTRUCTION NAD = NORTH AMERICAN DATUM AISI - AMERICAN IRON AND STEEL NAVD - NORTH AMERICAN INSTITUTE VERTICAL DATUM ALT - ALTERNATE NC = NORTH CAROLINA ALUM = ALUMINUM NCDOT - NORTH CAROLINA ANSI AMERICAN NATIONAL DEPARTMENT OF STANDARDS INSTITUTE TRANSPORTATION APPROX - APPROXIMATE NIC - NOT IN CONTRACT ASCE = AMERICAN SOCIETY OF CIVIL NO. = NUMBER ENGINEERS NOAA - NATIONAL OCEANIC AND ASTM - AMERICAN SOCIETY FOR ATMOSPHERIC ADMINISTRATION TESTING AND MATERIALS NOS = NATIONAL OCEAN SERVICE AWG - AMERICAN WARE GAUGE NTS - NOT TO SCALE AWS - AMERICAN WELDING SOCIETY O.C. - ON CENTER BOTT = BOTTOM OSHA = OCCUPATIONAL SAFETY BTW - BETWEEN AND HEALTH ADMINISTRATION CD - CONSTRUCTION DOCUMENTS OZ. = OUNCE CIF - CUBIC FEET P/C - PRECAST CKD - CHECKED P/S - PRESTRESSED CIP - CAST -IN -PLACE PCF = POUNDS PER CUBIC FOOT CJ - CONSTRUCTION JOINT PDA = PILE DYNAMIC ANALYZER CLR - CLEAR PEN = PENETRATION CONIC - CONCRETE PSF - POUNDS PER SQUARE FOOT CONN - CONNECTION PSI - POUNDS PER SQUARE INCH CONSTR - CONSTRUCTION PVC - POLYVINYL CHLORIDE CONT = CONTINUOUS OTY - QUANTITY CY = CUBIC YARD R = RADIUS DBL= DOUBLE RD = ROAD DIA - DIAMETER REINF - REINFORCEMENT OR DIM - DIMENSION REINFORCED DISCONT - DISCONTINUOUS REO'D - REQUIRED DR - DRIVE OWN = DRAWN R/F = REINFORCEMENT OR E - EAST REINFORCED EA - EACH RT = RIGHT EL = ELEVATION 5 = SOUTH E- ELEVATION SCH = SCHEDULE EMBED = EMBEDMENT SCO = STATE CONSTRUCTION EO -EQUAL OFFICE ETC - CETERA SF = SQUARE FOOT EXI -EAA EACH WAY SHT = SHEET EXIST. = SPA = SPACES ANS EXP - EXPPANSIOONN SO = SQUARE EXT - EXTENSION SS = STAINLESS STEEL F= FAHRE ST = STREET FPS - FEETTPER SECOND STA = STATION FT = FEET STD - STANDARD GAL- = GALVANIZED STE = SUITE GR -GRADE STL = STEEL HORIZ - HORIZONTAL SY - SQUARE YARD -HIGHWAY T = TON ICC ICC -INTERNATIONAL CODETIFI TEMP - TEMPORARY OR COUNCIL TEMPERATURE ID = IDENTIFICATION TYP - TYPICAL IN =INCHES LOLL - UNIFORMLY DISTRIBUTE INC -INCORPORATED LIVE LOAD INFO - INFORMATION LION = UNLESS OTHERWISE NOTED INT = INTERMEDIATE U.S. - UNITED STATES JT - JOINT VERT = VERTICAL K =KIPS OR POUNDS VLF - VERTICAL LINEAR FEET R LINEAR KSI -KIPS PER LINEAR FOOT W - WEST, WATER, OR WIDTH KSI -KIPS PER SQUARE INCH W/ =WITH L -ANGLE OR LENGTH !OR -WEIGHT OF ROD LB =POUND -SECONDS OR INCHES LF - LINEAR FEET - MINUTES OR FEET LG - LONG - ASTERISK LONG. = LONGITUDINAL / - NUMBER OR POUND LT = LEFT do = AND MBN - MOFFATT B NICHOL O - AT MAX - MAXIMUM CE - CENTERUNE MHHW = MEAN HIGHER HIGH WATER It - PLATE MHW - MEAN HIGH WATER • - DIAMETER MIN - MINIMUM ' : DEGREE ��n�n Ar+� VE0 MISC - MISCELLANEOUS 3 : PLUS NU MLLW = MEAN LOWER LOW WATER X - PERC MLW = MEAN LOW WATER JUL 212014 •U tilt INDICATES ADDITIONALINDICATES GRID LOCATION ON SHEET WERE REFERENCE SHEET FOR PLAN, DETAIL, S MADE C-t 1 ELEVATION, OR SECTION t INDICATES SHEET NUMBER WHERE DRAWN OR TAKEN FROM IX W W SCALES 1 2 3 4 5 HOLIES. 1. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS. — _ — — — — CONTROL POINT TIF DATA, I I I 0"Y 'A' M EP.IL'A' (M6iRIk) S t5$' • SIAW LP.R. •A• (MIN..) M "A (cwnW 5 brass r =I& 2. THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, 'ZONE AE AND ZONE VE' SP.K. (CtPl R ) M EP.K. V 5 n-OW c M.7! (AREAS DETERMINED TO BE INSIDE 1.0E ANNUAL CHANCE FLOODPLAIN), AS DETERMINED FROM FIRM Nc xI I I f z I MAP NUMBER 3720631400J PANEL 6314, EFFECTIVE JULY 16, 2003. NGVD29 + (-)1.04 - NAVD 88 Q I I I W / I I 3. ELEVATIONS AND CONTOURS SHOWN ARE BASED ON NAND 88 DATUM. NCGS BENCHMARK USED FOR � II o p VERTICAL CONTROL MONUMENT GEORGIA (PID AC7492), ELEV = 24.95 FEET(NAVD 88). `J6) �� �� x',zW°I ;9r 4. THIS SURVEY WAS PERFORMED VA THE BENEFIT OF A TITLE COMMITMENT REPORT. RIVERS AND OCEAN REEF SN ASSOCIATES DOES NOT CLAIM THATT ALL MATTERS W RECORD WHICH MAY OR MAY NOT AFFECT THIS NB 22 PG 75 ), / PROPERTY ARE SHOWN HEREON. 5. PROPERTY SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAY, RESTRICTIVE COVENANTS MAY BE OF RECORD. N � N m 8 .I 6. UNDERGROUND UTILITIES PLOTTED IN PART FROM FROM INFORMATION SUPPLIED BY UTILITY PROVIDERS GT NC ONE CALL WOULD NOT MARK UTILITIES FOR THIS SURVEY, LINE WORK IAPPROXIMATE AND ND ACTUAL ACTUAL LOCATIONS WILL VARY. OTHER UTILITIES MAY EXIST. CONTRACTOR SHOULD CONTACT NORTH �� CAROLINA ONE -CALL CENTER (NC ONE -CALL) AT 1-800-632-4949 TO HAVE UNDERGROUND I UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. 7. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN ARE COMPRISED OF ALL SUCH A —P — GIAWL UTIUTIES IN THE AREA OF SURVEY EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES i- ti I NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR DOES HEREBY CERTIFY THAT ALL UTILITIES ARE LOCATED AS ACCURATELY AS - 'D' - _ u _ rcl � — POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY UNCOVERED AND — — — LOCATED ANY UNDERGROUND UTILITIES. r — — — — — — — — m ris I 00 _ 8. AREA NORTH OF EMERALD DRIVE IS WITHIN THE 575 OUTSTANDING RESOURCE WATER UNE. No h� W w`z; i „o W FF{4( < O LL C I OCEAN REEF 3I ` C. Y¢ F O / N.B. 12 PG. lJ W II m 1.,y I{{4YJ1 waa = W A Fl N FCl/ FYA FlRN 3Z2D631O PANE6JIf. LCVW VY 16, 9IIIxQry O y= H UN 13 (ZONE AE EEVATON ]" (NAWW)) R/W EX Q 9: I / I OCEAN REEF II J W Z W OCEAN REEF M.B. 22 PG lJ MB 22 PC. 73 `O 2O ' I I ^ 14 A AND RETAINING WALL S O422'49' E },I N 1 S 0 g -rB p] N G.wM WGGD FLAMERS ]s x� 7B.O6 M AROUND CEDARS 11x x E9 xrar _ /A P//BER L /„ 0'``` x"G] O r L _05 / N J g O .z 2. 25' W � fENLE leri r L A 2$ �eE6,v u6LE amn = k )EX R M04 G) 91.80" /If/P/11, r]s I o S O435'14"' E 353.55' FENCE �- - r%L. I m a'.: NF ]J rNo �x;2 c m _ __)9 "x / ZJ R �'1 121 L __ r ' r9 ,A _—UGT ss ii ]s EX R/W MON 'A' �{ EP K e Y u i 1 / M .l i�r] / Roco o£c ° / x / \ AND 52P5 fli x 'A r .xi/ V I 1599 TA t ARK DRNE b. TA ;,^ IA 6 - -° / ryy 9l f{ { 6 C % --- - , 0 0f N 897307.. W/ 4V p SIR / I (60 PUBLIC, R/W PAVEMENT WIDTH VARIES) ' / rsez rx99 Iry^�MP 1 TTO �/ A 6023' k rx" y /g ,I .TT_ D£ RDx 9I$ _ I 3 R r u.ze _ — xy a x-+----t GRA6£L �./= / —L' RxY+SS u ays ° z.,ti xl �s `+r�wA^aRaoa Mh Irt.!~ Z_wAT£RLrvE -- 7IA= 2 8730 q �S�T 9J r ]F�f9B42J27q 1 Tx kAV-1426 CIIJJ" I k, a k y l•` a B 20^ of 1 / \ M 1 i f " r11 �' GNA KL / ~2 1] IN 1 x� x / [o ®NI \ aDK�{/.0. Q 1 /-3 IKK� M 1609 rl c I6°x NL�' \ / 1 I �`-11 TA TA� p py)( y5e k n E oAJ 2l Pan n-N ' i � rz,L J / __ --rIrv. ` � —� —� 'q.— —IK, —_ ml= =m lI � r 1 ,�N• ° Y a° EI Pi/ / T•' Nc N 04'38"58" W ET 411.28' .'i @fe_ raz Irs9 IA .vL 'S aC'n /,�—'- �� GQVG PAD, IJ / 2r] / NL �xfle IE/P IP RAF x Ix A II J'WG.d^ m� FENCE Sli LB M. LAG SCREW IN f �'AG 3 L POWER POLE, raI ii 88 I]f5 (NANO 68) I `1) I ROCK POINT I I R II3I ` o 9029 PC 5 M.B. 29 PG 669 ROCK POINT SUBDIVISION ROCK POINT SL/BDINSI(XN ROCK PONT SU801NSION u I YFLGGOPLAIN FRCN P£Na FlRM 3]3D6J O o MB 10S PG I08 as 29 PO 669 M.B. 29 PG 669 NB 19 PC. 669 �R III I (ZOY£ W,,PANEL 6314.Zo09 RE ARO.N� �r(NA"81 EXISTING COIJDIT(XJS LEGEND: 9D0 TOP OF CONCRETE 11 b STEEL POST • CORRUGATED PLASTIC PIPE C.P.P. ELECTRIC CONTROL PANEL ECP MAP BOOK MB. . + E EXISTING MONUMENT £X. R/W MON. MAIL BOX M.B. STORM DRAINAGE=___cccc PAGE PC + 9Pl0, NATURAL GROUND 11KDDG.IIDIT � EXEXISTINGPK NAIL E.P.K. WOO) BIKE RACK W.B.R. WATER LINE --W-- DEED BOO( D.B. ' JUL 2 Y 2014 OONkALLT%AM o A EXISTING IRON PIPE E.LP. TRASH CAN T.C. UNDERGROUND ELECTRIC —rKK! LIGHT POLE V +rp� BACK OF CURB V. KW.NRIWII PAw L416: IRON PIPE SET LP.S. CA TE POST GP UNDERGROUND TELEPHONE —WT— TELEPHONE PEDESTAL TP x A NAIL AND CAP FOUND N.C.F. FIRE H)DRANT FH UNDERGROUND TELEVISION —w—p� ® EMERGENCY PHONE E.M.MPH. + AF TLP OF ASPHALT 1j /1T�I 1'{� 131.IW-17111U P.� 1.. E NOW OR FORMERLY N WATER VALVE Wry /F UNDERGROUND FIBER OPTIC —M— FIBER OPTIC MARKER F.O.M. rp 9 SEWER CLEAN OUT 0 C.O. ELECTRIC TRANSFORMER E.T. STOW v DROP INLET DI +9f SOUND BOTTOM ew OVERHEAD UTILITY —O/E— ELECTRIC MANHOLE ® STREET SIGN WATER METER 0 + LANDSCAPING J) +'p.(K TOP OF WALL UTILITY POLE 9-p� KM CABLE TV PEDESTAL £CECIRIC OEB CAN TEMPORARY BENCHMARK 20, 0' 20' w, RSEPTIC TANK ACCESS BOX ® DUMPSTER PAD D.P.CONCRETE Der PIPE C.P. ELECTRIC METER E.N. PARCEL NUMBER P.N. CONCRETE SHRUS17REE O SCALE: 1"-20' DR WNO SCALES S1MNM BASED ON 2nU' DR WW Sh. 1 2 3 4 5 DIANN DRIVE ' ' OCEAN REEF COhDOM1NfU, a rz rz r .snl I ./ Nc' rvc (50+ PRIVA IF R/W� I I r3' MMLIL ICY EA4IWJVT PEIPAMd Jr PG e 3 D ^n 6 WI WAY EA.¢1pIT PER M8 X PD On XOOD AGRSS WALK _ /AC(I55 Q1p�__— 4. �111$04�799I"E-wT67 BT- E.LP _ _ __ t� _ _--- _ _ SIIOXEFANDA M?G19 WALK 3'S� 13 \ /? EDGEW WE TAn0.Y TYP. �CONC hA!/NE �I' B9'4$17'E l EDGE O-KGETATHY/. TM ` Nc1x .PLUM; 2"WR N 11 7wTc 5x47 �- ,rRx _ xw�° 146 _. _ __�_ .� ISJ 6" CAPPED PLC. TW 10] ��--- -- \cs -}rvc ____ L Oro 6"CAPPED PK. TM. 5f CPVC I xJ r PAD S ' 'Gx \ PAIR AREA PER EXISnNC 41MCARLN G 111 3 `� s61 '.. I.1 I �z E /1 rN 5 I f� L ( g / 1 STA%E QE NQRTH CARQLINA FIELD D.B. f3040 PG 410 \ Pnc DEscN ✓r _ - 1 - PLANS __ M.B. 31 PG. 677 - \ + RE$iROG,y$ WT.0 �-- ` a^ ll.5 �__ N4 E n. 1 III .Ep I g ' I� 1� LP. I (TRACT 1) Ti56 - __ }. - ��ry° TG-- -___71 bm _-_ '� \„A._.t�IGA i�fi I(1)/ -n Inns �W.LC 1 �zS c I AN 171 ' O I lii �I -. 2 AREA LIGNT AND FLASGkkIXE (FAiL PARING 15 Mn FENCE I w r 'm d N �I' x2y O W FoF�@ Zo-s NW a0r I /I1LI . c swO3 Yij0 0 IN h3III1lII ' • J' YKD POST al Z F 112 IITB- �/ ' I.r wmaxN- �I/_IN-R�61°E �GGVGPET CAR I' J a U 2 .r ra6.5 - W wL�V II L_L I T; STOP. Ln 6;1 X W - CL�MAEIE CAR W xGl'iIz I REPAIR AREA PER 5EPIAC { CN114 EX Rlw MQNZ C0.4C. FEIE GRAVEL PARKING PAD v, pF 7 '14 ra 1 1S-^3.�-...�i ��� t1 '_ T"T w . _ql[_�. _.__ -.>•�ter�.M.. �F_': YB �- ',a.�._;, ' SSA -1C ,. � C 1 8 3 d I J 3 + res ..Y.. ......�. TA 9' 0bJ -.:....P ......... ..:...... 15 I^..J .�._.� .� �_ yMy� .59 L/M1. I r. J' NnOD PDsi Try ,. N 0435'09" W 67859' x / N 52]57D78 FL"'- , A ass x s INM RAPE BARMER 10 UrKTY EASEMPB (&& MB PG 35], i I D.& 7W PG W4, a& 657 PG W) E 50380540 FT r .Js wTC. 116 l r/ TA1765 6J J6x 1770 / _ % 1 E } S B 141' / :TR u `' S69 I !' i PARK DRIVE J' it I (60 PUBLIC R/WAASEMENT.' PAVEMENT WIDTH VARIES) I G1 !" o-m �s J�r6 �'sJ %u / x ! ec I / _ PIER� , 6xrbG // '°. -. Ni I I I / I B F S o S v xT'I ra.T x�q os LR) I)51 / MONUMENTSE �rAB9'2216" rJi t ., ��n I6 fiE ON M GPA 55 Ir 3 I I r� x x rA 1 1 ' ti BBf r�x I E rn 7 TYA 23 Nc G l BCC /uG %6 GeAss I I t ryLr iA I,IY S 09 Is .es 7533 W 13J 10. I'll /6 E \ s52z�58 s' x N rz5a r rJ. �3B / ec''b5 ec6 + +J T. TA / 1 , 1 s ' m �I'w`I ❑I �J Lf I 5 + rv6 _ • t5 so �u.rs = A.z as P>es !A 'A al iZ ASA/AL] WRB /0 ].5 x I/2A x •� l / I 'IHG I 1 ti ) ry i.2 ,W �n _G_P.P v N N D 9" W - 493 2 x in _ ��--JA'L2fEA'6E lW re y�/ 17 zv T TA A - NV tOJJ ��� rx5 DiV 69� �� I ry�c L A L �l1 rvc rsa ass A A n.c a �tT G G v3 rvGxM BARRIEP qJ _ SI J ELP�/ i Z ai I "'G a PER PpNTE IV �T< p Q' xes _ °J "'c PIER PpN1E /N I �( ?�^ / rzl Nz�xfip( �I �I g1 �f, M.B. dRPHAPG 128 ELEV. CON14 OOFT (NAVD BB) I = � I ZR',�0'tGl • I" + M.B. 1OR PO. Z6 Irv° `y'/ �4 N 5494. 9169 FL I r ` 1 1 - ° o £ 4946 0568 FT. I Q 4 r Q EL I IPr ' A01111Ymm A DCMMHIICfIY 9ATL'[W.1L11111YN A Imam E 20' 0' 20' 4p' Sheet Reference '" Number SCALE: t"=20' Cj.QOrj - DRpLNNGWN-ESSNONMIVION12 WDMWING SMN 5 N 19 1 2 3 4 5 I I I L_ --——— — — — — —A —j I I7 I �a...,.., anvaalria.. -------------------------,,, -- —_-=_-�."^.m.m, "T_ - _ _ �' — x— i uar. aJ3)1.LI ?r—a---- L- — — — — — — — -----T------------- -- —• 4.. .y �k>w �^ r '_� ,.w ` "I I FI It i1t 1 1 8 1 8 3 1 I 1. \ 1�1,1 / T �' 1 4 & ��JJJI , �i�I�o ' �l �y....... _ / ••nl• ".I A L: I (I�jV /'Y� / APPRGIHMA7E LOCATfON'� OF ! (') / 1 l I •, 1111 ri ' / ' \ AUGER USED FOR STORMWAIER \V- I II �\ +1 .�n?a nip I Q�1 'I WA 2 SOIL EVALUATION, TYP 1 I l li i 1 Ili / J ya<I r , HA 4o!,' W i z R� „• — — — _ " ry .. ��— rjr�/ni` 'I n o C T—' ... •�®� r _ — t� — �°' '-_ s ,e-; a nf'1t i -}- ,r.1,, -F- f�•X Y a",. w..� I a 0> / ; t i': v I l'\ APPROXIMATE LOCATION / ;w." vrwrr mnc I ; /Y �'i _ --_ / Pnwx oai.. / 6 OF SOIL BORING, SIP, SEE r.. +•®. am m•a ,. ..srsi `/ 7� 'i'I I ' \ T{!(i-007,,, ., �„t•°'0 S' 0 ; I '\ IFr� 1l m /„B ' " I i i `1 i `} > a z= 3 m FOR SOIL BORING�AGS \ ,yr f."-,•� - "` ` �� y c y O 1.:", __ _ r___'1 l �_/�17/'' '�}\l1 +_.�f��-� .,-jar — _ _ = i ' "' Imo" . :•� �> _ V :- —""_` . �i';T; ."-i;�- r+�- ^ b an -- — t i l:*• •�•:-:Et". , 1 :- \ c. I ( aY —--^-+�T, // I i �1 I i t 1 " ` 11`f `� �^ _— _ 1J, / i r ry I �� xl I a.e,..,., �. a , I ♦ Fh 1 j ) I 1 /" s � I 5j'S C`AI 40 __-— — — — — — — — - aI £p is 1 Z" B Ell, a a $; E S SOIL BORING GENERAL NOTES: 4Ez 1. SOIL BORINGS WITH A "B" DESIGNATION (8-1 TO B-6) WERE PERFORMED AS A PART OF $; A PREVIOUS PROJECT DEVELOPED FOR THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT �$s AND NATURAL RESOURCES (NCDENR), NORTH CAROLNA AQUARIUMS. THIS PREVIOUS - PROJECT ALSO INCLUDED CONSTRUCTION OF A 1000• LONG OCEAN FISHING PIER AND �. ELEVATED PIER HOUSE, WHICH HAVE BEEN REMOVED FROM THE SCOPE. THE GEOTECHNICAL - "REPORT OF SUBSURFACE INVESTIGATION" CAN BE FOUND IN APPENDIX ^A^ OF THE SPECIFICATIONS. c 2. ELEVATIONS ON THE SOIL BORING LOGS ARE REFERENCED TO NAVD88. u e UI 3. SOIL BORING INFORMATION IS PROVIDED FOR CONTRACTORS INFORMATION ONLY. THE 'tV _ OWNER MAKES NO REPRESENTATIONS ABOUT SUBSURFACE CONDITIONS THAT MAY BE ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT. 'm `o N E 4. SOIL BORINGS REPRESENT SUBSURFACE INFORMATION ONLY AT THE LOCATION OF THE II 11 2 12014 BORING AND IS NOT INTENDED TO BE CONSIDERED TYPICAL BEYOND THE LIMITS OF THE JUL BORING. THE CONTRACTOR SHOULD ANTICIPATE VARIABILITY IN THE SUBSURFACE" r'. o CONDITIONS AND ALLOW FOR VARIATION IN THE PREPARATION OF HIS BID. -i - A 5. SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION FOR THIS DCp`HJ[HD ytta PROJECT WERE PERFORMED IN JANUARY. 201D BY THE FOLLOWING. E S&ME, INC e 3201 SPRING FOREST ROAD �+ E RALEIGH, NORTH CAROLINA 27616 919-872-2660 (PHONE) She _ 919-876-3958 (FAX) 4V 0' 40' 6p• ReNrence '" N.n SCALE: 1'•=40' G-006 - oruvnnc scues snowN eAseo oN m>.' onAvnNc snen 6 0 19 I I I I r I a If — — — — — — — — — — — — — — - — — — ��0NO�I lit 7' r rt tr 1D"'O TOWN OF EMERALD ISLE IZ PARK DRIVE Gg IRN�EVEN� G 101 T" 0 DRAINAGE A EE0ffQtt nicholNNNiO R— W SOIL BORING LOGS SHEET I OF 2 fIS- T. 18. 2014 — I1A4LN, bford �I a N n•o ���� w IOTW. � x 4 8 6 a !� yyy YYn. G C C C e r r !3 fill 0 fill _ j ifill v g � Bpip wnw "d ® aE F � s t tea MIYIY�B� � e ! e e c ONjig � 0 N } asfill 'RAi S D e N g nv 0 X a i z D tin [:] ,", 1 TOWN OF EMERALD ISLE N>EYiYILLYPOM.ID..re lw WMRIm p .YIYmw ARK DRIVE PARKING LOT AND P,ftt Ib.. OflAINAGE IMPROVEMENTS moffatt R. nicflol Pone wwrem - SOIL BORING LOGS -- s.emn ^'^•">Cry°` lo> Pen SHEET 2 OF 2 ow ro•. P� )015-00 Sila Imprawm„n t> for sown DWGV015-00_G .dwg; on 1 0_1 - 1:IAom; bf.1d 777777777 u �..... ., RAMwt 9 YIMY Nunn C _ E YYnreM wY y �3 • t a a js P 1 2 3 4 5 I I I I I I I I � 1 I I J§ I EXISTING WALKWAY 1 — — — — — — — — — — — — — — — — — y� <f TO REMAIN LIMITS OF AREA LOCATION OF ON -SITE WASTEWATER dp I — — — — — — — — — — — — — — _ TO BE SODDED TREATMENT AREA TO REMAIN ( 1 auxx awYrEXISTING B _. __ - — — — — — I - -I'". (t.rw•yq _ -G S TO REMAN r \' SL"a��i �msa i N Y i � —SnT T 1 1 sq qI r STORMWATER TREATMENT-- DIVERTER STRUCTURE a� r �� ____, ,. xs I — ,.r- -- L _ 1 ------ I y 1 -------------------- T -= a I II CONCRE 9 goo 1- STORMWA/ER a's SIDEWA C Was m LEVEL SPREADER AND SITE GRADING FOR STORMWATER TREATMENT 4 F d 9 _ © 1 OVERFLOW CONTROL OVERFLOW SYSTEM -e 11 z Qaa r rr� r m _ — — — 11 I vArtu aw I z}� STORMWATER INFILTRATION-1 TREATMENT SYS EM 1 c o .� Ilu `P of / / , ------------ f ♦ • . n ♦ ♦ • .. 1 1i1I 1 :ya .. , _ _ _ xwam-• YtJ Oi fi Oj 1rI I� . ey (IMPMTs) p.=s 1 ' AREA IGH StF aA SIDEWALK ,IASPHfAVELWAY Byy r S'ske I e ikb E STORMWATER TREATMENT PERVIOUS PAVER y I I OVERFLOW OUTLET PIPE I I PARKING STALLS STORMWATER TREATMENT OVERFLOW OUTLET STRUCTURE / I Y; I EXISTING ADA ACCESS RAMP TO BEACH TO REMAINi L----------�I LEGEND- PERVIOUS PAVEMENT PARKING AREA I c . e 8 CONCRETE SIDEWALK ON -GRADE � `�V� I `o i z 0 0 —uE— UNDERGROUND ELECTRICAL LINE E j � JUL 21 2Oi4 • AREA LIGHT A ® HANDICAP RAMP A DM-YMC" HANDICAP PARKING SPACES = 8 E PARKING SPACES = 148 > TOTAL SPACES = 154 ew E Sheet Q, 0. 40' W. Reference Number SCALE: V-40' G-009 0 gi WN S ES ^uHOYM BASED ON tY w IXMWING SM e N 1e C 2 S 4 5 — — — — — — — — — — — — — — — — — — — — — — I= III — — — ,I I III n 10III p i ' I OCEAN REEF I N.B. 22 PG 73 I I e jjlaY zl Nor :r ----------T--------------------------------- i AYEL i--------------------- III I s_ ooW 0 I ¢Y� o° OCEAN REEF M N.B. 22 PO 73 elh �a` o I£ FLG AW FRGW FEMA FIRM 372p6314WJ PANEL 6314, EFTEC"W AFLY 16, "J (MNE AE: ELEVAPON = 7' MA WM)) I I }VVY/I n I EX R/W MONK . W Q 2 I I I OCEAN REEF NB 22 PG 73 OCEAN REEF N.B. 22 PG 73 D I o t I j YA AID FETAININC HALL ^'i I I S 04'2749"E — —_I------- AOW PLANTERS — — — — — — — — — — — — — — — JRF UA FMBEF p O 0( I ill O I I f O 79'06� n arr iy AFWNO CEDARS 4; I I I I � o / 0y < yy 6u S 75'11'IJ' E' ((I Ey RA MON. �1 - P.6 wuDo FENCE S 04'JS 14" E 353.55" spa a ifNfl 2.5 FENCE 41.B� EI.P M1 / '.FM AAP E �_ __ _ _ —'�' —�' E I 011 _ A / MON. I A O m� n AND smps PARK DRIUE j I qyE RJ I I d' u B I 4'CP_.P: pToW IIe4 _� BOTICM CF BOX 966 (6O Puauc Rlw PAYMENT MOTH VARIES) N 89'13"07" W I EI .K •A•JOOt 60.2' 1I� i� s t r, ° ?? r_ __ ^ o s — P'WAIERUNE--.--_—.---- -- -- I T 5724.H7 •� 4984.2J11 F1 •II B �u y gk E� ! a i0 < on»r 1WBMBB• GFA AY )L•--TS—•----nT�xorzaoW t LEV=1e 26 (M� �i l€ E W N?S rr Ja n:' uRa KL _%F poi 0 _ _ _e,_ _w w — — I x �Ey 00 E1 P. it --Z cy A __ i � N 0438"58" W 411.2E EB. — 'W— =—W.m—ism I� i .r /\ Er I _�\ iEIP I I � n RAP II ie4 m ccwc REMOVE WOOD POST I I n I I ry I t\ J' Wt:cp FENCE I I o� � TBM. LAG SCREW IN E C POWER � I 7 I POLE. ELEV mo { Ild h 1745 (NAYD HH) I 141 51 '2i ICI I I I 9m ROCK I I• • • of I SUa N.B. 29 PO 669 I PANT ROCK PANT SUBOM90N I SUBDIW90N ROCK POINT SumW90V w - I �17,^iC0PLa1ry FFW FENA RIN 372p `(L III c M.B. f05 PG /OB N.B. 29 PC 6691 M.B. 29 PG 669 N.B. 29 PG 669 ,t''F' sJr4 %�/ 116 2. 1 E i a JUL 21 2014 i n cu E S 20' O' 20' Referenemn ce a Number SCALE: 1"=20' D-101 0 RRAWW sc S sNpNm BAxED M 22YBA' D WNc s0.e 10 m is a 0 I DIANN DRIVE I OCMINIUN OCEAN RPH � 1 (50' PRIVATE R/W) YY—S x_on ' �rr exlr heir EASEYBxi PER Ya 31 ro en n'—_•_—_—__--- ® --_. _ _—__—__—__—__ —T_ _G— — — �__—__-- _ ----------------_ ---- 98--1---------- r —9—• 504'ISS1'f —7087. — _. lPaWW— E — — — — sORs Aro WALK 93E/P 78 �tit _._—.._—.___ II/ I� 01-' SIGN PEAN9 wrvuvxwq C,�WnmW • t ` _ f ( l II EX. R/W MOM OE11II PANTY 7 . f D-500 i i -d l� 1 I ' .` REMOI�COMG p.. 1•, pa z 7L� .S S 880 01 P 4" £OP.. • 1 i ' .�/C/(�5.-'III I —_ —:.__ _ _-_'- ____--J 1�� \ \ \ `� 1--•� �,r �_� �'TJS,��T' • tiG .Pl../ 1 .: 1 11 EX R/W NON. — -- ...'r — — — -- -- --�„-r '4 }• y 1 e000 ALY1,2 8.5! ..i .'. --- _ _ ---- _ _ _ _ _ 1 278.5! — — — — — N 0 4 3 5 ' 0 9 " 7 B. 5 9 • — r xaoo rose rn REMOVE CATS Wm xa�t<ewRiER io unurr EAseYCNr (o.e 57 r+tw ) / E 50380540 FT / TIMBER ■I. / - P REMOVE 1B" DRAINAGE PIPE ABANDON REMOVE 3' WOOD PO5T5 oe. n9 Pc MI. ae en Pe vn) I UNDERGROUND AND ROPE BARRIER PARK DRIVE REMOVE CATS j j I/ REMOVE OVERHEAD POWER LINE TELEPHONE REMOVE LIGHT POLE / REMOVE OVERHEAD (60 PUBLIC R/W/EASEMENP VE PAdIENi W701N VARIES) Qgg� d 89' •16REM0 E STL REMOVEOUGHTD POLE EM POWER LINE 2}174 ATE �LYI PER MONUMENT, - `o uxaNi '/o I 0s1s- REMOVE DROP INLET 8' E SEE w 28,j REMOVE ASPHALT PAVEMENT 6 22 _ -455 , -_ p,. TO LIMITS SHOWN D-500 EASTING TIMBER ADA g---�'---- REMOVE 1 ACCESS RAMP TO 13• �:^^ I I:: ASPHALT CURB) ASRIAlT L1.NB BEACH AND DECK TO -_" ^ N 0 9" W 493.12• 1 I REMAIN 73 �Nv� an 4 sw v 1 ANvt rtxa E.I P� L , — — — / - REMOVE VINYL I REMOVE 15' DRAINAGE PIPEOST. 1rP 1 I / — I O 3 xrR a enemce I FENCE, SEE I PER I PHASE 2 V h \ I 'E PIEPHASE R' III 1, -Ini Y.B. 10R PC. 128 S.PK. CONTROL �•�\ PHASE 111 / D- h. - " I EL£V - 14,07 FT (NAND 88) _ _, I '•APO Y.B. IOR PG 26 1." N 5494. 9169 FT I qq "Q'• �� �' REMOVE SIGN E 4946.0568 FT B CONC PAD Jug 21 2014 ACMMIiDCiTY 20' 0' 20' Q. SCALE: 1 "=20' OMVANB SCPLEB SH01"M BASED ON 22YSx• ORA'MNO 1 9 1 w e O wsK QZ W04 JN 6 LL Mc 2 wai 0� a W Opp W px� O Aso R11 1 2 3 4 5 ! EXISTING GRAVEL ICI TO BE REMOVED U. O OO O 's` j 1l11I11 IIIIiI EXISTING GRAVEL TO REMAIN DEPTH VARIES �� $ ° _ W W ° _ � ���� ii���illl IIIIIIIII II II I I I I I p =� ilal;lu�illlllllllifllllllll�lll .��i,�ii.�ii.�i NOTE: _ CONTRACTOR TO REMOVE GRAVEL ' TO DEPTH REQUIRED TO PROVIDE POSITIVE DRAINAGE AWAY FROM _ PROPOSED PARKING AREA WHEN NEW SOD IS INSTALLED. C4 GRAVEL REMOVAL D—foz SCALE: NTS Cl STONE PIER MONUMENT REMOVAL C2 VINYL FENCE REMOVAL D-1 D2 NIS D-101 NTS S w<� G eouxi Z (7 Q C �=w F C Ho wu� 6 owc 2 O z'--< ayi � a �¢c J O w l! (1 l i l I I I IIi 111 1 W [ i F yi a j :F r Bl BIKE RACK REMOVAL B2 VINYL FENCE REMOVAL a.8 t rk g B D-f Dz �-S o-roz o-S B $F gs Y 3. e e m o§ - i o '; $ o's_ s 9 � a 0Eir. E A JUL 21 2014 a _ E 0 DCM-�� E s=t PICNIC SHELTER REMOVAL Al_ A2 PICNIC SHELTER REMOVAL D-t0Y Nis D-ID2 Nis Reference L.j DRAWINGSCALESSHOWNFWGEOON 131S1• DRAWINGSnaeI T 2 3 1 2 3 4 5 — — — — — — — — — — — — — — — — — — — — — — — —II=li pANN CRIY£ lm vsn V! I 1nw 1 �r.�e w. °'"" ..-1 l;l'I a 1 / ,rl i F rl !f—N ...ya•F —. 1 I I lih t� u5 4 D L------ _ I g9S�� li7 r _ ` ` ; ICI — T----- — li / I i a SILT FENCE. TYPE _ r .. __ ___- - ' !r Ir) 1 b yaa .aaR 2 I S� p+tag SILT FENCE ro p „ I _ E/S —'=�'— — — ,!,n,� S FENCE PARK ae�.` % LT Ff V ENCE� - `^ SILT FENCE" I �i coNSTRucriov A4 P^ ENTRANCE, SEE c-1°o / / I I SIL7 FENCE °z 2 _.. Yr I, • � 1` f f Jz.l :. ;y.. j f,N 'v'. .,.x I j y as S" ®2. 3 IY _ red — a i �lr l f / mow '¢m z C It 6 r ,I f / s ' i 14 r., r...a., 1 I �' - ,r. ,.,.,. e`+ .a :F4. /e y tlr SFU :/ €C� / 1 d i C y ¢ a w o I fJ I t I o �I I °J III ' w a d s. I s Y <z' F 1�� o 1 w z r• / .Z.� aaaa.— ..._ d I l e5 a a5 Zo C1 EROSION & SEDIMENT CONTROL — PLAN N C—+00 SCALE: 1"=An' O w Practice Standards and SPecrcntiaar 6.06 c t 9 e Definition A gaveled ant v pad IocatM m points when vehicle corer and leave • <matmction:im. WOVEN WARE FENCE 3'-0' MIN STEEL FENCE POST (14 1/2 GA MIN. MAX 6' 10'-0" MAX POST SPACING Purpose To provide a buffer urea whine vehicles can drop meta mud am actto a.oia lmn.ponmg nomo pubes roads, mconwl mozwn fiom sascemrom, 0 Fz MESH SPACING) WATH and in hclp coonol dove. Z B weer<senrarre win be 1-1- r d and are dimedyomo. Conditions Where sacom ma enad= g publicrnadororMlavcdoRsr4 ama Comwnion plw sbuld liver mlhc Practice Applies B a• ba y a Hk u ,,, pn,Pe'ely <nmmmmdm ddd ids N E % OVERLAND UNDISTURBED Design Criteria Apgresate She -use 2-3 inch waah<d stone. AFLoW GROUND Man nlnm.flravApa�nuc=: 6 i aheawidth 12'et minimum or NII widW n an powrs of tie vdicwar EMBE and enh am., whi<he.er is gnrer LmO: sarenmimmwnMIN eca 8iO Lnntlao—Lonr< contraction enrmnces and exln to hoot a imeor fim r 9 i Iwvig We on siwand to pmvulc formuimum wilitt byallcoattructumnvehiclm (Figure 6.o6aL Avoid steep gaal and eturiat at curers in public mods. _ 0 3 RECEIVED m NOTES' WARE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WARE TIES OR STAPLES. _load / JUL qO�A 2 C'r am E of 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WARE FENCE �wc $o.m/n Q� o WITH TIES SPACED EVERY 2'-0" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER / �� b A THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. / a nce'%Mxncmr A 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 'BULGES" REMOVED WHEN DEVELOP IN THE SILT FENCE. 6"min d ' 5. SILT FENCE SHALL BE IN ACCORDANCE WITH NCDOT E SPECIFICATION 1605. 2-3" tic e cears•eggr•gete ✓ to aeu u SILT FENCE c-+oo NTs A4 CONSTRUCTION ENTRANCE `0 ° 60 ea' s"°�` Nome r 0 D-1°° NTS SCALE: 1"=40' C_100 OFH'MNG SCKES SHWM H4Sm ON i2'aN' CflR1MNG Sheet 13 no 18 2 3 4 1 z 4 s - - - - - - - - - - - - - - - - - - - - - - - - i i jot I D D I a� -;�.ti I OCEAN REEF MB. 22 PC, 7J I I I) 1 I IV I t ! ;wOT ; ---T-------------------------------— ——- -d am+I I - / --------- 1 E tk_, Ir Ix Ala j r-----------------------m fit, W-m= N C / ( REEFglI I `a C '.a ao =f / MB�22 PPa 73 rI QIIT w¢i O FROM FlRN J)105JtaOOJ a r 63I14 nW PANEL 6J1a. EEF£CRLE ANY 1; PA (IWE AE fLEYARpI . T MANNBJJ I II :a EX R/W MONi \ vJ I � / OCEAN REEF Y.B. 22 PG 7J OCEAN REEF M.B. 11 PG 7J , I 0 i Z a 2"' I E I lU y rN M1 �, I 0 A AND RETAWgIC WALL S 0472'49' f- — — — — — — — — — — — — — — — — — — —'J } •. ams - T/A nueER (, 79.06' 1W CEDARS t \ J ! / a� �/ O S 7571'13" E• , % {{' zs xGW FENCE it i o� SEX RJw MON r 2 � � S O47574• E / 353.55' n -- zs 1s`irom caeLE BD.rfs '•' —I FENCE o . 41. 80' STORMWATER TREATMENT i I �— -- — -- —_ — —`— _ EX R/W MON. A' r i •I R g y __ _ _SYSTEM OVERFLOW OUTLET -" 5, s fP K. I '6(A A" m4 i z 1 I CONTROL STRUCTURE \p \yi g �' (" PARK DRIVE< .""-STWMWATER TREATMENT- YSTEM - --15 WPIPE - --- -- oveRFLds 1 I I I �`�" N 897J'Ol" W I g I I &' g (60 PUBUC,`R/K` PAVEMENT IN[�7N VARIES) MH I �BCTTW CF BOX A06 I 60.23' I E'I .K A" (C )1l..JD r9 k: 8 i o �• ��—.-- — OxM1Y •-- Y"WAIEFLINE --._ ----��ji-. .�.. {9BR.1 7 a } si B _ _ 20 ' - / �_ _� �MS T R.VIR�-R-R __ � m b i / RF MV rrNNNA• WANL c I g� LE}V-14.16 N \ B 3 3 }n C O Y s__., A 1 M�a n °2e {�( APPROX LOCATION FOR \ I',T } ____, ., .� _ _ MH FUTURE SIDEWALK t1. D'—_ 'M� •r. __ _ __ _ — --'v. --n•—_'_'+�-�--� I Iv I'- �r I 9 ^_ APPROX LIMITS OF //�' DISTURBANCE h - — „ �� — — — U _ _ - N 043B'58" 28` — — T� — — — — — J' A¢ �` SEEDING LIMITS O I rl ( I . \ W 411 �% _ •L/✓ c� _, �' ' l' ' CpK. PADI �\/� �• E J' M%ID FENCE _ ofa I {E/.PIT I �"P A=.I I I 1 II LB.M� LAG SCREW IN I ; 8Y`: n D- TREATMENT SYSTEM B/ A x I I POWER Pa£, EL£v TIE / OVERFLOW PIPE OVERFLOW m� = 7745 (NAw 86) y g ( N I I I STORM WATER I _ TREATMENT SYSTEM I ° o l I ROCK PANT SUBDINSION ROCK POINT ROCK POINT Y.B. 19 PG. 669 SUBDflwv0v s BDIWSAQN ROCK POINT I SUBDINsION OVERFLOW PIPE m 6 m i I I I FLOOOPLAIN FR011 rEun nRM JncaJl II 0 - Z r o ul l / M.B. 10s PG 1OB KB 19 PG 669 M.B. 19 PC. 669 M.B. 29 PG 669 I PANEL 6JIl EFFECnK ,' ]6. }W I I (ZONE W. FlEva new = rJ' (Na . ! _ I j1T w LEGEND, PERVIOUS PAVEMENT PARKING AREA NOTES: 1. FOR GRADING AND DRAINAGE SEE SHEET C-103.' o 2. CONTRACTOR SHALL PROVED 14 DAYS NOTICE PRIOR TO PERFORMING WORK IN THE AREA OF THE EASTING - CONCRETE SIDEWALK ON -GRADE DRIVES. A 3. CONTRACTOR TO BACKFILL ANY OPEN TRENCHES AT THE END OF EACH WORK DAY. JUL 21 2014 p h ®L ASPHALT PAVEMENT MARKING 4. FOR GRADING AND DRAINAGE SEE SHEET C-103. T- - P HANDICAP PAVEMENT MARKING �— DIRECTIONAL ARROW PAVEMENT MARKING ``�E. i.+, r eau E —+ = UNDERGROUND ELECTRICAL UNE Sh"t 20 0 20 w -- STORM DRAINAGE FLOW DIRECTION NYUYn $ SCALE: 1"=20' (A'-101 XtAWN° SCPLES SHOFA! WM ON II M'DRAW1 slW.r 14 e 19 u 1 2 3 4 5 1 OCEAN REEF CW"INIU, DIANN DRIVE I 1 PHASE X ' I I CONNECT POWER AT (50' PRIVATE R/W) I I Is' WALK IMY E�T PER MB. x PO 6 EXISTING POLE I 1 1 R 6 IFMt WAY EASFAENT PER M.B. m PG 6N xLW Ah WAlK I 1 _. 1 z�c�T L EOGE OF l£f£M TM.. TN. FLUM OI I STATE OF NORTH CAROLINA RCPAIR AREA PER D.B. 13040 PC. 410 Pn AN5 N SODDINVAIROX.G, LIMITS OF I 'I PLaNs rSITE UNDERGROUND SODDING, SEE M.(7RACPTC..1) 71 I I ELECTRICAL, TYP (1,110t LF TOTAL) I rPERN0U6 PAVER I ELECTRICAL PULLBOX, / rnrtAiNm �n TYP (9 TOTAL) SEE C-500 BOUNDARY CURB 2'-6' GONG CURB AND GUTTER NCDOT STD 846. 1 I 344 00' I CONNECT PO4 AT "'-' I' , EXIST BATH HOUSE-� ELU^E OF WG APW. TW 1 6 CAPPED Pm TW. O I V - 6 CAPPED PK. TYP ___ EXISTING NI➢FlCADLIV FIELD _______ - ___________________I_- _ O __ _ _ _ _ -_ *____ - .. -------c'°i-----'�--- P8.08'. _ 1 e (( CONC WALK SID NCDOT STD IWALK I LIGHT POLE W/ OVERHEAD ` �.• I LIGHT, TYP (4 TOTAL) b 1 of nl 6 4.50'R '.NT MARKING, rSTORMWATER SURFACE STD 1205.08. TYP / DRAINAGE SYSTEM t W,W.. 93.78T I 4.50'R WHEELCHAIR RAMP NCDOT STD 840.05 TYP (2 TOTAL)I 1 I I �- I 1 1 PEDESTRIA4 CROSSWALK I I PAVEMENT MARKING, I INCDOT STDI 12D5.07, TYP 1 2'-6' CONC BOUNDARY _U3B CURB AND GUTTER SEE D4 NCDOT STD 846.01 I LSTONM E TR TRIEA TIE TO O OOW PIP _ — _ _ T �• EXISTNG' I E.!TnE�TO 2'-6' CONC' ROADW Ih'CURB AND GUTTER 40'R IPIER PHASE Iv EXISTING P""SE z I I I ELECTRICAL N.B. )OR PG 128 SPK CONTROL - I II II I EGEND, PERVIOUS PAVEMENT PARKING AREA CONCRETE SIDEWALK ON -GRADE ® ASPHALT PAVEMENT MARKING 61 HANDICAP PAVEMENT MARKING -I*- DIRECTIONAL ARROW PAVEMENT MARKING —=—A— UNDERGROUND ELECTRICAL LINE STORM DRAINAGE FLOW DIRECTION N 5494.9169 FT. E 4946.056E FL L CONC WHEEL BLOCK, TYP (78 TOTAL) STORMINATER TREATMENT / MLY) / e I n Gsr, rn N j m CONC SIDEWA RRIERLK 0 0 BA I { PIER POINTE III 1 . I PHASE III M.B. lqt PG 26rt (i v.lOB Qp 4 I " NOTES: 1. FOR GRADING AND DRAINAGE SEE SHEET C-1G4. W-- WTC EXIST TIMBER WALKWAY 1 I 0 5^00 ,_�— PROX. LIMITS OF 1ODDING }} I . 1 I 1 I 1 I I I 1 I o 0 Ib 11 1 111 11 1 4.50'R 20.50'R 11 ONE JIpEWALK P III < 'm- oz = a 5 {Z. 0 I 1 Cw<_> O>O J W zgi > x % oxa U r 1- I I� 11 I� 1- 11 P z n loll F 1: 4050'R ASPHALT PAVEMENT / I oz. TRAVELWAYS, SEE '3 / oz. D-600 e _LE Oty 1 N (Ju s L21 2014 A DCMMHDCnV Shee 20' 20' Q.' Nume n. IN iiiia NumCe[r. SCALE: 1"=20' C-102 DRA4NNGS ESSNONM6 MON221]4' WING S. 15 N 16 5 ■u 1 2 3 4 5 ------------------------—I II' I I I ill I III I � lo � o OCEAN REEF I I MB 22 PG 73 I ii i Ills. ml P L HOT — x I — GRAKC z i---------------------- 'e /j / w \3g1 I I III I V V l+ na4 z C / I OCEAN REEF I I 3 C arc 00 o M.B. 22 PG 73 '� I I W° j I �I I ei L 1 y Q w / W P L 63 4 F/KW F71W FlRN 16. "IIIXV / PANEL f E E. R00V ANY 16. W)) (ZONE AE ELEVARLW = )' (NAN)BSp I �, I rr�D I C) I \} EX R/W I ¢ \ OCEAN REEF OCEAN REEF m I I R �' I Z > M.B. 22 PG 7J MB. .22 PG 73 � i I 0 d I : 0 / A wAu AND REIAMVNL — —_— — — J .6 ; l I I S O42249" Q 79. E- — — — — — 06 iw ?I« ARaunro CµEDAs' / 6 HOPE UNDERDRAIN / — — — — — — — — — — — — UA nuffR g `I! I I I W I PERFORATED PIPE h P Q S 75'I i'13" E" _ L _ 5' EX R MON. EL - 5.50 —S 25' K`OO FENCE S O4'35'14" f 35d.55' P'p fENEF 23' Buro cAetE eoxEs — R'NCE = ry ZL . 41.80' ELP. - 0.00E ?w° vinc — --- -- —.,_--,.,-- m r C RAP �P/C CONIC DROP INLET EX R/W MON. K. NCDOT STD. 840.14 i 24" HOPE I J{ �•. AP I y R d g /� O MCLV DECK / / / TOP - 9.50 24' HOPE i / - PARK DRIVE I SOLID PIPE I Ok l IND STEPS m / INV IN 6.50 / SOLID PIPE INV OUT 5.50 BOTTpI GY BOX 9C6 L 205' S_ (60 PUBUC R/W.' PAVEMENT INOTH VARIES') L = 185' N 897J'07" W y R� S = 0.78E 60L.23• ��I Iry E .R. a' (c 5]24.B]JI F = :L.--S—•----'T` 1 rr1� as vurvic — —•-- I 2•wATE E--.—_—_._--- T�}• 49B44327F I y CEV=1s.16 BrwlORA�ryM� w (RA1Q R ® B aft a I do / .P/C a .� r _ - e. � -.. >,._ ^'_ __e' '� __tea, I I I I I I I 9 n 7 "' MANHOLE - 4' DIA — 1— E./P. / NCDOT STD. 840.52 (T t'tt--b-- — �_ - At \ r N 0478'SB" W �= — 41'.2B y "oce — —�— — — ^s—a— — — I I I k aL" ! 3 F I TOP : 10.SO i�' 7 IAA 050 E _ \ g iELP I I II + h / INV IN 6.50 i ' vV ccr/D. PAD V I P/C MANHOLE 4' DIA 'I P C MANHOLE - 4' DIA / 1$ • 'rr INV OUT = i �r i I STD. 840.52 / NCDOT STD. 840.52 4 I I TSMI LAG SCREW I I 8B Y 4$ ♦! BDoo ' FENCE I TOPNCD- TOP : 15.50 INV IN = F TOP : 14.75 Il I POKER POLE. ECEV ;%' Ili "ry / / = 1745 INV IN 9.75 m � (NA 8. INV OUT = 8.50 - INV OUT 9.75 l 24' RCP CL IIIbi II III i ai 11 L - 110' (TOTAL) I ° c / 5 BOLPaNTW90N ROCK PUNT SUBOINSION ROCK PANT SUBOIVTSION ROCK PANT q'� II I 5= 0.45E SUBOlN90N II In.000PLAIN FROM FENA FlRM J)206.� - c - o� I M.B 29 PC 669 / M.B. IOS PG IDB M.B 29 PG. 6691 M.B. 29 PG. 669 `m-p II PANEL 6J14 EFTECTIK ..vLr 16. 200 M.B. 19 PC. 669 n I (ZONE W. 133' (NAWBe� r III a LEGEND, ��ELLE�EV//AnV }..p bWa.4il�Natr o E PERNOUS PAVEMENT PARKING AREA ria �' CONCRETE SIDEWALK ON -GRADE 21 2014 A ® ASPHALT PAVEMENT MARKING A 3 STORM DRAINAGE FLOW DIRECTION DINMoc" Y ax E Sncet 20' 0' 20' 40' Reference 'A Number g SCALE: 1"=20' C-103 0 DRAWNG SCKES SHOWN B0.SM ON 2YIM• IX WNG d It Sh. 10 a 1 I I DIANN DRIVE I 1 i I (50' PRIVATE R/W) 1 1 6 WADI WAY EASENENI PER M..6. 51 Pf. fill - - • �� .. .. %i . .. . .. .. .6' wAIERLINE 41X0 ACCESS WALYki l I '/ I 1 SHOWERS AND TDG=IB.DD I XO[LD I 1 is .... I I FOOT WAS$ M GL= Ci W I 1 I •� I = I I I j 89CONC. EOLE a LEfiETAnOV, rw -. o !i'' I s( '4 7 E ED¢ cY YccElAnd{ lm. fLUN I 1' wAlEauN[ WwY i L 0. 1 I I 51 7T ry 1 I I I � rT - } 6_CAPPEO PVC, IlP QM 6' CAPPEO PLC_ IW. _ O CpIC I Q p 1 I i I S%A IE OF NORTH CAROL/NA RtPAIR AREA PER ENIS /ING NI`FlCAnLW FIELD © RE51RL.15 i I Y' D.B. 13040 PG. 410 Pnc OE9GN -- L__ - 4 Q I 1 ________ ___ _________________ �' _______ _ ___ ___t__ ECP 0 EIR r______________ 7___ M.B. J1 PG. 67r 1 A I : I ORACr r) - - -------------- -------t---- �8 I I I - oro - ' Ie� N I • n1l EL 4.BI2 1 d I1 I � I L °•• •dI i � I 1 :I 7- �b TOC-15.40 1 rI I p �I 14.90 GL-14.90 I TOC-17.45 ` Ci 1 sI I GL=16.95 TOC=1r.45 0.63E I GL=16195 U I I TpIC 1b 40 19.00' P/C CONCRETE a. TOC=17.35 ~ I GLIirl90 DIVERTER/OVERFLOW I TGL-17.35 W �' GL=18.85 GL=1B.85 W I I I I m CONTROL STRUCTURE NI I 1 I I W I 15.0 I Ij R �""�� 0 A� PER ORATEDLHDPE PIPE PERFORATED HOPE PIPE PERFORATED HOPE PIPE EL 16801 W G =14.5 TOC=+4�i40 \I KI 1 V1 I &-14.90 C-500 j L= 104' n! I 1 EL=14.45 S= 1.44% L= 102' L= 0.7 1 I W 1 5 = 0.74E $ = 0.727 � 1 EL=16.881 = I EI,=1 41 I/ X Y 'I. TOC-14.95 I 1 a91 R 6L=14.45 EL=1650 Q I TSri, g o}� -. _______ I_- _ ________ _______ ________ ___ ____ _ -- a' ---- 201E ( - ON EU11{.26 mI� _ - TOC=14.70. _ _ _ _ _ _ 1 1" GL=14.20 1I N 0435'09' W 67, `IO UILN EAYII[/IT (O& l68 PG 331, =I5, I RID GE) EL-14.45 P/C DI NCDOT $TD. 840.14 STORMTECH SC-310 P/C DI NCDOT STD. B40.14 P/C DI NCDOT 51.. „=:i 14 GL 14.{1 TOC=14,gg P/C DI NCDOT STD. 840.14 TOP - 15.00 SUBSURFACE STORMWATER TOP - 15.75 TOP = 16.50 ytR ) I I I TOC-15.40r+L-14.45 TNy IN =4.2 2D INV NV IN :212.00 2NEA O 3 0 AMBER OR APPROVED EQUAL INV INV IWT =31J T5 Y) roi INV OUT = 14.25 Y7 GL=14.90 INV OUT = 1L20 PE ONL 1 EL=16.66 1 s 00 E EL-16.83 I I 19.00 w z3310 5 ZZ .p j cE-io.na TOC=17.45 1.187 ( 0.63E =1 GL 11 i 24' RCP F# IIIEN r TOC=1540 TOC=15.40 - - - T - A _` - `" - - - -• _ - v - - - - - Y - �• - - - - - L - 110' (TOTAL) S = 0.45b[ I I GL=14.90 GL=14.90 24- RCP CL Ill L A I 3 sl, m aro 6ARRIER Ii 1 Z EL=13.92 I I L = IV PIER POIN�PHASE PIER PpN1 III I z �I 2 $ = 0.48E PHASE 2 0. !� �� PHASE 1/1 I a 1 ' N.B. TOR PG IIB SPX CONTROL = Q I Qe. M.B. IOR PG. 26 1." e 1 P/C MANHOLE - 4' DIA ELEV = 1407 FT (NAW ee) I N 5494.9169 FT • h �, I NCDOT SM. 840.52 E 4946.0568 FT Y 0 TOP = 14.00 I Q IAone I INV IN - 10.25 INV OUT - 10.25 vJ I I LEGEND' CONCRETE SIDEWALK ON -GRADE 1.90E SURFACE GRADE GL GUTTERUNE GRADE (IF SHOWN) MC TOP OF CURB GL CURB GUTTERUNE OCEAN REEF CONDLtlI1NU 1 PHASE X WAIX MY EASIENI PER Nd 31 PG 6 1 ACCES WALX BE G OLac17.00 93. 78 -� D TOCg8.40 1 GL=PT.90 `" 1 I TOC=18.55 1 I GL=18.05 1 I TOC=18.85 GL=18.35 1 1 I C=17.50 1.90E - ° 1 1 1 GL .mil I TOC-18��J j GL=I& """55 1 1 11 TOC=1B.85 GL=18.35 TOC=18.55 11 Z n I GL=18.05. 11 cs � _ I 5 oo i3 a Y O j MC-18.75 L. $ I -1&2S 1 W e 3 _ 01 I I az ox< Z 1 RI [ � 'p I I e I � ae 11 u TOG=18.75 GL=18.25 / r / 1 I E.I.Pj g � 2gR/ 1 I Is5 m m N e �I f WM4L W �•�W JUL 21 2014 Dwrvmcrly 20' 0' 20' 40' SCALE: 1"=20' ORALNIIG scxEs snowN atsEo off 22y14-wuLxHc 5 A 69 9 8 c . a � o SMeI Rele m NumW C-104 S. 17 & le ■oi 9•-0. 2"-6" CURB AND CONC BOUNDARY GUTTER HAP PER CURB FACE OF EDI" 6' LONG CONIC 'oI WHEEL BLOCK SEE® a r C-500 DICAP SIGN AS MUTCD LATEST ION \22- 0 I -6 N S 1 PERVIOUS PAVERS J MARK OUT FOR SEE® STANDARD SPACE 4} CONIC BOUNDAR C_ CURB, TYP PARKING UNES TO BE INTEGRATED INTO PAVER LAYOUT USING DIFFERENT COLORED PAVERS, TYP STANDARD PARKING ASPHALT PAVEMENT- CE LONG CONC AASHT00 M288 CLASS 2 WHEEL BLOCK NON -WOVEN GEOTEXTILE, TYP- EE C-500 4" WIDE BLUE UNE. TYP WI 4" DE WHITE DIAGONAL O 45'. '-0" O.C., TYP BOUNDARY CURB -PERMEABLE PAVERS 1- /78 WASHED STONE AGGREGATE 8" #57 WASHED STONE AGGREGATE 4" #2 CRUSHED STONE DRAINAGE LAYER 4 PERVIOUS PAVEMENT C-500 SCALE: NTS MARK OUT FOR VAN 4 MUTCO APPROVED ACCESSIBLE SPACE PA HANDICAP SYMBOL (WHITE SYMBOL ON 8 /57 WASHED BLUE BACKGROUND) STONE AGGREGATE HANDICAP PARKING 4' /2 CRUSHED STONE DRAINAGE LAYER AASHTOO M288 CLASS 2 NON -WOVEN GEOTEXTILE, TYP , %C1 PARKING SPACE LAYOUTS C-IC2 SCALE: 3/I6'-Y-0' CONIC PERMEABLE BLOCK. SLOPE PAVERS, TYP ii a4x+^rMN'Ya � ' � • � N'A'.N� •'"Y. 15 p•lIT�.Yi,4 NY-_ q�rn!+�vm �q�n .*ram la l.•M �b1�M1AlAri1 {�1�li bur Lil " STORMWATER CHAMBER, TYP INV - 9.80 S = O.OR— C4 ASPHALT PAVEMENT C-102 SCALE: NTS CL PIPE & SWALE I ,. ,. BOUNDARY TYP PERFi �UP ADS N-12 HOPE SMOOTH INTERIOR PIPE PARTIALLY PERFORATED WRAPPED IN FILTER FABRIC SEC'n0N C-102 SCALE. 3/8'-V-0' AASHTO M288 CLASS 2 NON WOVEN GEOTEXTILE PAVERS CONIC BOUNDARY AASHTOO M285 CLASS 2 NON -WOVEN GEOTEXTILE, GRASS SOD 4' MIN CLEAN TOPSOIL 5 GRASS SOD C-lDl SCALE: NTS WHEEL BLOCK C-102 SCALE: NTS CONIC BOUNDARY CURB, TYP r ASPHALT PAVEMENT / -4--i2 CRUSHED STONE AASHTO M288 CLASS 2 NON WOVEN GEOTEXTILE V WATER TABLE EL - 6.0 WHEEL BLOCK r♦T++Yi'J 14+Y 4JUL 21 2014 Y DOWMHDMY 4'0' 0'-0" 2'0' 4'0' SCALE: 3/8"=1'-0" e-a' o'-o" V-0• a'-o' iiiga SCALE: 3/16"=1'-0" oRA�xNc scues sNowa aasm ou u1x• or+Avnrvc 5 C I r t 0 I 0 N C( m v n %B1 CONCRETE DIVERTER STRUCTURE c-101 SCALE: 3/8'.1•-0' RIP RAP TIE TO EXIST. EL 10.0 7010 EL 115 EL 6.5 m /57 STONE) P\C COP 8• PERFORATED HOPE DROP INI NCDOT S LEVEL SPREADER SECTION C-IDt SCALE: 3/8'.t'-0' 24'0 HDPE TOP OF EXISTING BULKHEAD ELEVATION VARIES 7.0 TO 8.1- 840.14 MANHOLE FRAME AND COVER SEE NCDOT STD 840.54, TYP FG=14.70 EL=13.00 -24' ADS N-12 HOPE SMOOTH INTERIOR PIPE PARTIALLY PERFORATED WRAPPED IN p FILTER FABRIC INV IN=10.DO INV-9.80 BOTTOM = 8.80 STORMTECH SC-310 SUBSURFACE STORMWATER CHAMBER OR APPROVED EQUAL, TYP 6 -0" 8• ADS N-12 HOPE PIPE (SEE NOTE) NOTE: A SECTION CONTRACTOR TO SET INV OUT OF 8" PE PIPE OAT TO SET STORMWATER CHAMBER INVERT 9.80 C-Sot SCALE: 3/8'-t'—o' BASED ON APPROVED MANUFACTURERS DETAILS MANHOLE FRAME AND COVER SEE NCDOT STO 840.54, TYP iz 24' ADS N-12 HDPE SMOOTH g o . m INTERIOR PIPE PARTIALLY 24" RCP n a F PERFORATED WRAPPED IN OVERFLOW C .20 FILTER FABRIC OUTLET PIPE W i G EL=13.00 o=o WEIR EL=1200¢s U O INV=10.50 INV IN=9.80 INV IN BOTTOM = 8.80 STORMTECH SC-310 SUBSURFACE STORMWATER CHAMBER OR APPROVED EQUAL, TYP8• ADS N-12HDPE mu PIPE (SEE NOTE) sEcnoN C-501 SCALE: APPLY 2. OF TOPSOIL k SEED PER SEDIMENT B EROSION CONTROL PLANS-\ EL ENKAMAT 7010 P\C CONC DROP INLET NCDOT STD EL 9.5-\ I EL INV EL 5.5 LEVEL SPREADER SECTION C-101 SCALE 3/8'.t'-0' NOTE: CONTRACTOR TO SET INV OUT OF 8• HDPE PIPE TO SET STORMWATER CHAMBER INVERT AT 9.80 BASED ON APPROVED MANUFACTURERS DETAILS GRADE rJaCEWW UL 21 2014 va"'Aam CITY 4r 0'-0' 2'0' 0' iiiQ SCALE: 3/8"=1'-0" col Sheer Re m. NumWr'. C-501 SM is 0 is 1 3 TOWN OF EMERALD ISLE EMERALD ISLE, NORTH CAROLINA PARK DRIVE PARKING LOT AND DRAINAGE IMPROVEMENTS SHEET INDEX SHEET NUMBER TITLE GENERAL SHEETS G-001 ICOVER SHEET G-002 EXISTING CONDITIONS PLAN - SHEET 1 OF 2 G-003 jEXISTlNG CONDITIONS PLAN - SHEET 2 OF 2 CIVIL SHEETS C-107 JaML SITE PLAN C-500 ICIVIL DETAILS RECEIVED OCT I j tM4 OCM-MHE% fCf[y CEDAR POINT 90GUE INLET / SAND 90'�y1E /PROJECT SITE ATLANTIC OCEAN VICINITY MAP N qqa 00- d W C Z2 �° w m wsf 2 $� w O �oa U ego 1 1 2 3 4 5 NOTES, 1. PROJECT SITE SURVEY WAS PERFORMED IN NOVEMBER. 2009 BY THE FOLLOWING. THE PROFESSIONAL LAND SURVEYOR OF RECORD IS PETER W. HARTMAN. NORTH CAROLNA LICENSE NO. L-4262. RIVERS B ASSOCIATES, INC 107 EAST 2nd STREET GREENMLLE, NORTH CAROLINA 27858 2. THE FOLLOWING DATA IS PROVIDED REGARDING TIDAL INFORMATION. TIDAL INFORMATION WAS OBTAINED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL OCEAN SERVICE (NOS) BENCHMARK 865 6590 (ATLANTIC BEACH, NORTH CAROLNA). ELEVATIONS P ARE REFERENCED ON THE 1983-2001 EPOCH. D I I D MHHW = +1.66 FT (NAVD88) MHW = +1.32 FT (NAVD88) i NAVD88 = +O.GO FT MSL = -0.48 FT (NAVD88) MLW = -2.33 FT (NAVD88) / Jo MLLW = -2.48 FT (NAVD88) 3. ALL ELEVATIONS FRONDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAND 1988). u 4. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS. 5. THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, 'ZONE AE AND ZONE VE- (AREAS DETERMINED TO BE INSIDE 1.0% ANNUAL OCEAN RaT MB 22 PG 7.1 CHANCE FLOODPLAIN). AS DETERMINED FROM FIRM MAP NUMBER 372063MOJ PANEL 6314. EFFECTIVE JULY 16, 2003. NGVD29 + (-)1.04 = NAVD88 6. ELEVATIONS AND CONTOURS SHOWN ARE BASED ON NAVD88 DATUM. NCGS BENCHMARK USED FOR VERTICAL CONTROL MONUMENT GEORGIA (PID AC7492). ELEV 24.95 FEET(NAVDBB). 7. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT REPORT. RIVERS & ASSOCIATES DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY OR MAY NOT AFFECT THIS PROPERTY ARE SHOWN HEREON. --'----------------------- I I 5 8. PROPERTY SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAY, RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD.' I aq3 ° f C 9. UNDERGROUND UTILITIES PLOTTED IN PART FROM FROM INFORMATION SUPPLIED BY UTIUTY PROVIDERS. NC ONE CALL WOULD NOT MARK UTILITIES ---------"------------------------- ----------- i-.GNAYfl. ` I r' "xa 1- O FOR THIS SURVEY, LINE WORK IS APPROXIMATE AND ACTUAL LOCATIONS WILL VARY. OTHER UTIUTIES MAY EXIST. CONTRACTOR SHOULD CONTACT I I gi = r m NORTH CAROLINA ONE -CALL CENTER (NC ONE -CALL) AT 1-800-632-4949 TO HAVE UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR ! J'- O TRENCHING. MAKES NO GUARANTEE THAT THE UTILITIES SHOWN ARE COMPRISED OF ALL SUCH UTILITIES IN THE AREA OF SURVEY EITHER IN _ _ --------�----------------------@ I ( °a 6 ¢ ��o Z_ 10. THE SURVEYOR ' {O F SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION 43' t() n to INDICATED. THE SURVEYOR DOES HEREBY CERTIFY THAT ALL UTILITIES ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. w THE SURVEYOR HAS NOT PHYSICALLY UNCOVERED AND LOCATED ANY UNDERGROUND UTILITIES.it 11. AREA NORTH OF EMERALD DRIVE IS WITHIN THE 575 OUTSTANDING RESOURCE WATER LINE. ' OCEAN REEF ' ' I M.B. 22 PG. 73 W/A/M GA L20OI1 0 PAWL 6JEDDE ALY 16, II WfVYI /R (ZOEEVA�NA9))l J Q Qc Q -a I 4 i "AN REEF M.B. 21 J I I LU 8 2 7p b $ y Ma 22 A AND flETNNMG 0?4 I � S 04*22.49" E--- - E • 1 Pi 2.s' MIX0 EE ' J - S 7571'13" E- S 04J5744L-4-5-11 / '- ---- �-_2�6'i,"voo I � I T F/ � + 41.80' i p ;' ;' �• h, PARK DRIVE! ----------------------------- J o --------------16--------------- s1EPs / l / N 89'13'07' W (60 PUBLIC, R/1N. PAVEMENT IMA1H VARIES) 92 O \�/4RAYEL:.// • /I FEI •', �'� , e T\ o - _ - - i - - --4--411.28' - - - - - - - 'I E i amen uTwu°°�s � �' `' / �J. (i• � ,n, � (s• I A MEAN HIGH J J I WATER LINE / ROCK ROCK PANT 'J 'J i ROCK POINT ROCK POINT I A !n' nAmmcxw.xulNlMl x.C.xe. LA'AY o SUBWH NTT SUBO/HSIQV I / M.B.. 29 PG. 60 29 PG 669 105 PC, fOB SUB0IWSION SV9&W51ON YB. 29 PG. 569 Y.B. 29 PG 669 I -li7 M Z. .iYH.. i I £ rm=�,�f� aeceiveD E Sheet = V' OCTL rq 7M.4 20' 0' 20' b' Refermca NumEec $ DCN1-WD VIRy SCALE: 1"=40' G-OU2 "s : a 1 2 4 5 in.w a x 1 2 3 4 5 ' DIANN DRIVE A� (60PRIVATE RIW) OCEAN REEF cONVOI1 " PHASE x I 15' WALKWAY r EASEMENT PEF N.B. JI.PC. 671 I 6 WALK WAY EASEMENT PER NB JI PG fill AC�SSWALK I L I _ _ _ 67�0.8T J _______ ___-_________--__ _ ___ .9/pMERS AND WDW ACCESS WOK ___j12 _ _ PppT WASH, _ ,` ( 77" E �.� , / 85477 /^l MAN, ar 1fCEuncw, TrP � �`. FLUMpr` r ""' : -- J r 1 1 — -- / f 1/J'%// 11 I 1 I ( ( ( `r - - 16 ^- I O cwc / I 1 in iO�l In Eel fn1 1„'1 __--_ __-- _ j- T ----------------- _` PAD 1 L LJ yJ l Lr- NR AREA PER Ili ...-------------------- / / _ ...• EXISTING MIIPCAIKW FdLD STATE OF NORTH CA , \ nG DESGN r- -_ -_ - 1-__ _ �__ REs1R00Ms / PG 410 PLANS I -_ j_ L _ _ M.B. 31 PG. 671 ` \ --- ---' -� + �_ I 1 ' "1 0- i / .. ; (TRACT 1)____ _ __ _ I ---- - - T�< -- — — I / GRAVEL PARKING 25 I • 1 -� I � I .._ I� 1 I I 1 1 �� III I I I Q1 I 1L 1 G4A Y L PARKING II Z 1 Iro —... �. �. -., ram..--r--- ,—_—_,— _ — ter _ — —. _J I I I 1 "111 �J 1-I, / A ( �i -- �, --- ---- 1 .,.—a.-.------- I —`-'--- I c— ..._ -- —�-- I I - I 1 I 1', 1 I Ife,1I I r II Hai 2. a f8 o LL I 1 / 0 \ J I IJ I , 11 , I C W4¢ h0 / 0.0 Im U W 2W Z I riJ/ ( sEPilc MAEN `\``\ \ I P OLRE*£ GRa 4EL PARKING / 11 1 1 I I 1 1 ^`. W _ I L.JI S �878 Ir/f 30. 1 : ll L _----_ \`. 1 — - _ / �/ `�)✓, GALE �I / i it i 1 1 y /� I N 04'3509' W 678 59" AID I URU)T EASEMENT (D.B 769 PG 557, , J D.B. M PG 364, D.B. 657 PG. 99) PARK DR/V� rF 575' AEC LINE i (60 PUBLIC R/W/EASEMENT.' PAVEMENT R1D714 VARIES) sTar PIER I 1 I 1 I E I S 8922.16" l 60.23' / s ak I lI rti p g 41 -- q 1i�1 tlE'a' tv- w; g E y{at \\ ASPHALT LURE ;'S�L 6 8 ry S '0 e # ' N 04'35'09" W 49312' \ �` �l N - l / 1 i I _--_________-____ PER PCWTE 1V a 1 , • - HER POW E Bl H �` ' PHASE 2 MB. IOR PG 128 PHASE m I = MB. YOR PG 26 I 1 , I 1 p oi�i I�S I 1 1, ti c O n ' FROM fEMA ARN J7ZOSJi40pl LV �`- I ti ry 11 1 p=RLAII✓ PANEL BJ1AEIAftn£..U'r (ZGVE 1£ I6.2WJ ELEVADLW >< IJ• MAl9FB)J I (l I 'P 1 1 1 '1 � 0 J. 6 O E V LIDS Di a 0W'SPi B%T .48iny.m11® � RECEIVER12 vAiwpcw. warrux A A OCT 16 T!"4 E DCM-MHD CITY a sEu E 20' 0' 20' 40'r, O SCALE: 1"=40' EG N 2 4 5 l a I I DIANN DRIVE I RELOCATED SEPTIC (50' PRIVATE R/W) REPAIR AREA (42'x52') s w wrEAsvfwr PER ma sl P ON APPROX ITS OF AREA TO E SODDED I I IIS 694577' E cr IErx'rArwv. M FLUM 54.77' PLUM O k I I I I STATE OF NORTH CAROUNA I R, t ( I I I I D.B. 13040 PG. 4f0 I '1 M.B. JI PG 671 i I I (TRACT 1) I I I i i 575' AEC LINE I i II — — — — — — 2'-6" CONIC CRUAERJB / I ,& (NCDOT STD "iC T TO EXISTING f EL.E TRICA�ELECTRI AL, _ SITE UNDERGROUND PERVIOUS PAVER I ELECTRICAL, TYP PARKING SPACE, TYP 1 / UNDERGROUND P/C CONIC I DIVERTER STRUCTURE, SEE W 24' DOA PARTIALLY y C-soo PERFORATED HDPE PIPE ) CONIC WHEEL BLOCK TYP 78 TOTAL— S BAR PAVEMEN - 8 _ M KING (ACDOT - - - S 1205.91). TYP I ( 'P/C CONIC DROP INLET /4 W/ FRAME &GRATE tit i PERVIOUS PAVER BOUNDARY CURB. TYP P/C CONIC DROP INLET #3 ( W/ FRAME & GRATE I ( �0. J' I `TIE 70 EXISTING ELECTRICAL + PIER POINTE /V PHASE 2 I N.B. MW PG 128 I�FIOQ 6X4 rRgV FEMA FIRM cnL 16, "1A0W PANEL sTA EVAIIIN ./14- 1E, &)) (ZcrL i£ (EVAIILN + IJ' (NAWEB)) PERVIOUS PAVER PARKING AREA CONCRETE SIDEWALK ON -GRADE ® ASPHALT PAVEMENT MARKING HANDICAP PAVEMENT MARKING DIRECTIONAL ARROW PAVEMENT MARKING Q MANHOLE FRAME & COVER DROP INLET STRUCTURE ® WHEEL CHAIR RAMP 4 5 i 1OCEAN TFCOV00MINIIV PHASE X 1 EXIST. BATH HOUSE I Is' w/KIIAY EASEMENr PER Mtt a,Pc on GCES$ wur EXIST. SITE WASTEWATER 1 ��VTI�ER�VZrv}V-v_�T �r ATREATMENON T AREA 1 ' Si/n11ER$ ANp ' . EDGE t F WE ATPW I © u • u ____________}______ _______—__ _______-- - I Pw / I 1 I PROX LIMITS OF _______ ___________ _ _ ____________*_IJOTE 1 �j EA TO BE AIR ARfA PER E------WflliCAMyI FIf{p 4 RESTR 1 2 rt+nc uEvcR (____________________________ _ I PODDED - 1 V CON 1 SIDEWALK I . � I 1 1 � & GUTTER a • ," 11 Z )' TYP LIGHT POLE W/ ��� 1 I Q OVERHEAD LIGHT. TYP� li Q �00144. SIDEWALK TIONAL ARROW PAVEMENT MARKING 1 (NCDOT 570 848.05). TYP (4 TOTAL)1 i I 1 1 1 / I (NCDOT STD 1205.08), TIP I PEDESTRIAN CROSSWALK _4*_ 1 PAVEMENT MARKING I i 18' DIA PARTIALLY 15' DIA PARTIALLY I (NCDOT STD 1205.07), TYP PERFORATED HDPE PIPE PERFORATED HDPE PIPE j. (y T T T I .I. �STORMTECH SC-310 V%I FRAME g- GRATE --owSUBSURFACE STORMWATER CHAMBER OR APPROVED EQUAL (2 EA O 320') / Q I 4 mommom — — — — — — — — — — — — — -- 1Lt 7`7 I � /y PIER POINTE 111 I PHASE / ¢` M.B. 1[AP PG. YE 1: I / / / / NOTE 1 CONC SIDEWALK �j E -------� T----- 1SPHALT PAVEMENT / / / I / IRAVELWAYS W / B(ISt TIMBER DECK AND I,DA ACCESS RAMP TO PEA Wtin \ I j& qW RECEIVED ?s 1 q g I OCT T F4 j SUMMARY OF IMPERVIOUS SURFACE WITHIN THE 575' AEC UNE PRE -DEVELOPMENT: POST -DEVELOPMENT: LAND COVER MATERIAL QUANTITY (SF) LAND COVER MATERIAL QUANTITY (SF) ASPHALT 2.556 ASPHALT 4,115 GRAVEL 5.708 CONCRETE 679 PERMEABLE PAVEMENT TOTAL IS 1,702; AT 25% IMPERVIOUS, AREA IS 426 TOTAL 8,264 TOTAL 5.220 NET REDUCTION OF 3,044 SF (37%) DCM-MHDAN C 11..41 TOP ELEVATION OF NEW CONCRETE SIDEWALK SHALL BE FLUSH WITH TOP ELEVATION OF EXISTING TIMBER WALKWAYS/RAMPS. 2. CONCRETE SIDEWALK SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DRAWING 848.01, UNLESS OTHERWISE NOTED. 3. FRAME AND COVER FOR MANHOLES SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DRAWING 840.54. 4. PRECAST DROP INLET SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DRAWING 840.14. FRAME AND GRATE FOR DROP INLET SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DRAWING 840.16. 5. ALL HDPE PIPE SIZES SHOWN ARE INSIDE DIAMETER. ALL HDPE PIPES SHALL UTILIZE WATERTIGHT CONNECTIONS. 6. PARKING PROVIDED: A. HANDICAP PARKING SPACES ........ ......_6 B. PARKING SPACES .......... ........ .......... _ 154 C. TOTAL SPACES......... ........ ................ 160 E Sheet 20' 0' 20, 40' Reference N. Z SCALE: 1"=40' C+�01 5 N.w • a s Y 2 3 4 5 P/C CONC STORMWATER TREATMENT DIVERTER STRUCTURE BELOW GRADE '.•"'�" STORMTECH SC-310 SUBSURFACE STORt CHAMBER OR CC APPROVED EQUAL, TYP 6'-0' s r CLASS B RIP RAP DIVERSION o ENERGY DISSIPATER CHAMBER N PAD, TYP 0 WO ADS N-12 HDPE SMOOTH INTERIOR PIPE c - PARTIALLY PERFORATED h WRAPPED IN FILTER FABRIC I c n o ' sm n ())) 9ii C 6'¢ Q � Wna O yy O�z J ; 15'-0. .6 12'0 ADS N-12 _ HDPE PIPE, TYP MANHOLE FRAME h COVER PER NCDOT STD DRAWING 840.54. TYP B1 CONCRETE DIVERTER STRUCTURE DETAILS -•esea e. _, =,-c' s & � � 3 127'-G' k n ¢ PIPE h SWALE 8 [L n B 19'-6' 22'-0' 19'-0' 3'-3' 3'-3' B a TYP TYP TYP �i; n ASPHALT I PAVEMENT, TW CONC SIDEWALK CONC CURB @ I 3' /57 WASHED STONE AGGREGATE FILL CONCURB BOUNDARY CURB, TYP ? .. o WTTER, 1YP CONIC PERFORATIONS UP CONC BOUNDARY PERVIOUS Q g PERVOUS BLOCK, TYP CURB. TM PAVERS. TYP �i A SLOPE PAVERS. TYP I I -U _ ____ __ SLOPE _.. POR PLACED BENEATH EL = 9.30o AASHTO M288 CLASS 2PERVIOUS PAYER/2 CRUSHED STONE NON -WOVEN GEOTEXTILE, TYPoAREAS, TYP zSTORMTECH SC-310ADS N-12 HDPE SMOOTHESTORMWATER CHAMBER INTERIOR PIPE PARTIALLY ro APPROVED EQUAL, TYP 4'-8' PERFORATED 8: WRAPPED IN FILTER FABRIC APPROX WATER TABLE EL = 8.0 € INV EL = 9.80 TYP .°- A S = 0.00% 7'-8' AASHTO M288 CLASS 2 A NON -WOVEN GEOTEXTILE RECEIVED E 15'-0' Y SEc-noN OCT Y 6 C- SOME: 3/15'-1'-0' o DCnI-M+iD CITY Re SCALE: 3/16'=1'-O" c- c si-a a a n 1 2 4 a u