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HomeMy WebLinkAbout71-14 NC WRCPermit Class NEW Permit Number 71-14 STATE OF NORTH CAROLINA Department of Environment and Natural Resources and s for X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to NC Wildlife Resources Commission,1718 NC Hwy. 56 W, Creedmoor, NC 27522 Authorizing development in Onslow, County at Turkey Creek, 619 Turkey Point Road, Holly Ridge , as requested in the permittee's application dated /5 15/14, including the attached workplan drawings (15) 8 dated 8/13/13 and 7 dated 7/30/13 This permit, issued on August 6, 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 )e subject to lines, imprisonment or civil action; or may cause the permit to ne min anc voia. Upland Development 1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities associated with the development of the above referenced property, including the associated driveways and parking areas, 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. (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. An appeal requires resolution prior to work initiation or continuance as the case may be. 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 Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. ,,nu -Braxton C. Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signature of Permittee NC Wildlife Resources Commission Permit #71-14 r Page 2 of 4 ADDITIONAL CONDITIONS Boat Launch Pier 2) This permit authorizes only the pier, and other structures and uses located in or over the water that are expressly and specifically set forth in the permit application. No other structure, whether floating or stationary, shall become a permanent part of this pier without permit modification. No non -water dependent uses of structures shall be conducted on, in or over public trust waters without permit modification. 3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the pier. Any sewage discharge at the pier shall be considered a violation of this permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence of the permitted structure. 4) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. 5) The permittee shall maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the permitted activity without having it transferred to a third party. 6) _ This permit does not authorize the interference with any existing or proposed Federal project, and the permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 7) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent reflectors shall be attached to the structure in order to make it more visible during hours of darkness or inclement weather. 8) The applicant shall place a Primary Nursery Area education poster in the existing kiosk, to educate users of the facility on the importance of a Primary Nursery Area. 9) This permit does not authorize any formalized boatslips. Boat Ramp 10) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact waters of the State or waters that will enter waters of the State. 11) Excavation and ground disturbing activities, associated with the placement of the boatramp, above and below the normal high water line shall be limited to that absolutely necessary to establish adequate ramp slope and provide a ramp no greater in size than specified in the attached permit application and workplan drawings. NC Wildlife Resources Commission Permit #71-14 Page 3 of 4 ADDITIONAL CONDITIONS 12) The authorized project is located within a primary nursery area (PNA). Therefore, in accordance with T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation within the PNA shall be permitted with the exception of those authorized impacts necessary for the construction of the boat ramp. New dredging in any manner, including "kicking" with boat propellers, is not authorized. This prohibition shall be applied and enforced throughout the entire existence of the permitted structure. 13) In order to protect juvenile finfish resources, no excavation shall be permitted between April 1 and September 30 of any year, unless a turbidity curtain is used, without priorapproval of the Division of Coastal Management. Spoil Disposal 14) All excavated materials shall be confined above normal water and landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any marsh or surrounding waters. 15) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the beginning of any dredge activities. Sedimentation and Erosion Control NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan shall be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this plan to the Department of Environment and Natural Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405. 16) In order to protect water quality, runoff from construction shall not visibly increase the amount of suspended sediments in adjacent waters. 17) 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 or berms, etc.). Free Standing Bulkhead 18) The new freestanding bulkhead. shall be placed in the same alignment as the existing, deteriorated bulkhead. 19) The freestanding bulkhead shall be solid and constructed of treated wood, metal or vinyl sheet piles, or other suitable materials approved by Department personnel. 20) The permit does not authorize the placement of back fill material, tie backs, deadmen, cables, etc. in association with the freestanding bulkhead. NC Wildlife Resources Commission Permit #71-14 Page 4 of 4 a ADDITIONAL CONDITIONS General 21) The permittee understands and agrees that, if future operations by the United States requires the removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions caused thereby, without expense to the United States or the state of North Carolina. No claim shall be made against the United States or the state of North Carolina on account of any such removal or alteration. 22) 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. 23) The permittee and/or his 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: 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 permittee is further advised that many non -water dependent activities are not authorized within 30 feet of the normal high water level. NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project No. 14-0567. NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No. SAW-2014-00433. IN Mr-1 APPLICATION for Miler Development Permit (last revisal 12127/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name North Carolina Wildlife Resources Commission Project Name (if applicable) Turkey Creek Boating Access Area Applicant 1: First Name Preston MI B Last Name Royster Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page fs) with names listed. Mailing Address 1718 NC Hwy 56 W PC Box City Creedmoor State NC ZIP 27522 Country USA Phone No. 919-707-0376 ext. E-.919-528-2524 FAX No. Street Address (d different from above) City State ZIP Email preston. royster@ncwildlife.org 2. Agent/Contractor Information Business Name North Carolina Wildlife Resources Commission Agent( Contractor 1: First Name MI Last Name Preston B Royster Agent/ Contractor 2: First Name MI Last Name Mailing Address PC Box City State 1718 NC Hwy 66 W Creedmoor NC ZIP Phone No. 1 Phone No. 2 27522 919-707-0376 ext. 919-930-4227 ext. FAX No. Contractor # 919 528 2624 Street Address (A different from above) City State ZIP Email preston.royster@ncWldlffe.org RECEIVED RECEIVED <Form continues on back> DCM WILMINGTON, NC rJUN 0 2 2014 MAY 21 20144 252-8ud-L8ud .. i-886-4RCOAST .. www.ncco83talr, DCM Muni c1TV Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Locadon County (can be multiple) Street Address State Rd. # Onslow 619 Turkey Point Rd SR 1503 Subdivision Name City State zip N/A Holly Ridge NC 28445 - Phone No. Lot No.(s) (if many, attach additional page with list) N/A - ext. N/A, I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project White Oak Turkey Creek c. Is the water body identified in (b) above, natural or manmade? d. Name the dosest major water body to the proposed project site. ®Natural ❑Manmade ❑Unknown Intracoastal Waterway 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. N/A 4. Site DownpSon a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 386 108377 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or 108377 NWL (normal water level) (If many lot sizes, please attach additional page with a list) 3 ❑NHW or ®NWL e. Vegetation on tract Grass and small trees. A portion of the site contains 404 and Coastal wetlands. f. Man-made features and uses now on tract Existing boat ramp, fixed docks, and gravel parking lot g. Identify and describe the existing land uses ad6acent to the proposed project site. Residential, built upon lots on both sides of the site h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? WA (Attach zoning compliance certificate, if applicable) ❑Yes []No ®NA 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. ❑Yea ONo ❑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? <Form continues on next .v. uce j� RECEIVED RECEIVED ■i DCM WILMINGTON, NO JUN 0 2 2014 MAY 21 2014 s to lm a n,: _i. Ft oat DCM="D CITY Form DCM Mp-1 (Page 3 of 4) APPLICATION for Major Development Permit in. (i) Are there wetlands on the site? ®Yea ❑No (ii) Are there coastal wetlands on the site? ®Yes ❑No (III) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes [:]No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. There are no existing or planned restrooms or wasterwater facilities on the site o. Describe existing drinking water supply source. There are no existing or planned restrooms on the site. p. Describe existing storm water management or treatment systems. There are no existing stormwater treatment or management systems on the site. Runoff from the site drains directly into the adjacent wetlands and Turkey Creek via sheet flow. There are no pipes or concetrated discharge points. 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ®PubliMGovemment ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The site is to be used a boating access facility to provide the public with access to Turkey Creek and the Intracoastal Waterway. Upon completion, the site will consist of a two boat ramps, a floating dock, and the associated parking. 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 equipment will consist of excavators, dozers, dump trucks, motor graders, backhoes, pile drivers, and potentially barges and cranes. All equipment will be stored on site, or in the case of water -based equipment, moored on the shore in an area that has construction planned to minimize impacts. d. List all development activities you propose. Construction will include 2 launch ramps, 1 floating dock (between the ramps), new vinyl breakwater walls on each side of the ramp to minimize impacts of ramp construction, and boat trailer and single vehicle parking spaces 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? 53,000 ®Sq.Ft or ❑Apes g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes []No ❑NA that the public has established use or? h. Describe location and type of existing and proposed discharges to waters of the state. Runoff from the site currently drains into adjacent wetlands and Turkey Creek via sheet flow. A portion of the site drains down the ramp into Turkey Creek. We are proposing to maintain sheet flow from the proposed parking lot as it currently drains. Runoff from the ramp Itself will drain directly into Turkey Creek, however the uphill apron will drain away from the water, forcing runoff to flow into adjacent grassed and wetland areas prior to entering the creek. No pipes or other concentrated discharge points are proposed for this site. i. Will wastewater or stonmwater be discharged into a wetland? ®Yes []No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yea ❑No ®NA I. Is there any mitigation proposed? []Yes ®No ❑NA If yes, attach a mitigation proposal. RECEIVED <Form continues on back> W I JUN 0 2 2014 D DCM WILMINGTON, NC MAY 212014 a='lCM-MIRI ment.net J Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additionallnfornation In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application instruction booklet on how to property 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 Edgar and Barbara Midgett Phone No. Address 1503 Rocky Run Road, Jacksonville, NC 28546 Name Troy, Robert, and Waiter Parker Phone No. Address 580 Turkey Point Road, Sneads Ferry, NC 28460 Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, parmillee, and issuing dates. h. Signed consultant or agent authorization forth, it applicable. I. Wetland delineation, it 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), it necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 1 7. Certification and Permission to Enter on Land I 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 VI5/IV Print Name 1YG-tll4_ IpPtSr rd IH*ShR 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 RECEIVED ®DCM MP-4 Structures Information JUN 0 2 2014 RECEIVEL DCM WILMINGTON, NC 2-2-is08-2h06 .. 5-isLei 4RC0AZ,F .. ..set Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Aces" Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL stabilization Length 7' 43' Width 41' 38' Avg. Existing Depth 3.5' 3' NA NA Final Project Depth g g NA NA 1. EXCAVATION a. Amount of material to be excavated from below NHW or NWL in cubic yards. 81 cy c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ®None (it) Describe the purpose of the excavation in these areas: Excavation below the normal water level is to remove the existing ramp and install the stone base for the new ramp 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area. Concrete from the old ramp and unsuitable material will be hauled to the Onslow Couny Landfill c. (1) Do you claim title to disposal area? ❑Yes ❑No ®NA (it) If no, attach a letter granting permission from the owner ❑This section not applicable Type of material to be excavated. Existing concrete ramp, sand, organic muck d. High -ground excavation in cubic yards. 267 cy b. lilim'Uf7Pfi1 area. ❑This section not applicable d. (I) Will a disposal area be available for future maintenance? ❑Yes ®No ❑NA (ii) If yes, where? e. (i) Does the disposal area include any coastal wetlands/marsh f. (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ®None (it) Describe the purpose of disposal in these areas: (i) Does the disposal include any area in the water? ❑Yes ®No ❑NA (it) If yes, how much water area is affected? ' dr JUN 0 2 2014 _. c+VED DCU W4LMINGTON, NC 252-808-ZHUB ;k 1-688 4RCOAS1 w'.;, .,,fnfri t- +nt•nt,,. £ V DIN-MMM revasedc n2126/06 Form DCM MP-2 (Excavation and Fill, Page 2 of 2) 3. SHORELINE STABILIZATION ❑This section not applicable (If development is a wood groin, use MP-4 — Structures) a. Type of shoreline stabilization: b. Length: 68' & 68; []Bulkhead ❑Riprap ®Breakwater/Sill ❑Other: c. Average distance waterward of NHW or NWL: 5Y e. Type of stabilization material: Vinyl sheetpile g. Number of square feet of fill to be placed below water level. Bulkhead backfill Riprap Breakwater/Sill Other i. Source of fill material. Width: it d. Maximum distance waterward of NHW or NWL: 50' f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ®No ❑NA (11) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. 4. OTHER FILL ACTIVITIES ❑This section not applicable (Excluding Shoreline Stabilization) a. (1) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW). If yes, III) Amount of material to be placed in the water 124 c (iii) Dimensions of fill area 43'x38' (in water) (iv) Purpose of fill To bring site up to proposed grades, to make positive drainage, and to construct the ramp 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? A temporary spoil area with a double row of sift fence c. (1) Will navigational aids be required as a result of the project? ❑Yes ®No ❑NA (II) If yes, explain what type and how they will be implemented. slls Turkey Creek Boating Access Area Project Name submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. OCW 54 sf ❑SAV ❑SB ❑WL _ ®None III) Describe the purpose of the fill in these areas: To construct the driveway access to the ramp What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Excavator, dozer, badkhoe, motor grader, roller, dump truck, pile driver, barge (potentially), crane (potentially) d. (i) Will wetlands be crossed in transporting equipment to project site? []Yes ®No [:]NA III) If yes, explain steps that will be taken to avoid or minimize environmental impacts. NGuRG - PIaEST cNyf�L)L Applican ame Applicanttur ? �hL RECEIVM RECEIVED CM WILMINGTON, NO r,UN 0 2 2014 MAY 212014, revrc.--- DCM-MHD MY 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. 4 Boat ramp (x2), Floating dock, Breakwater/Groin, Parking Lot 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: Will be submitted and permit obtained prior to beginning work 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. 22.7% 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. 29.3% j. Describe proposed method of sewage disposal. There are no proposed restrooms or sewer services on the site 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). Stormwater will be discharged from the site via sheet flow as it currently does. No pipe outlets or concentrated discharge points are proposed. d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. +/- 53,000 sf (1.22 ac) f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for impervious surfaces. Concrete and asphalt pavement 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 (it) If yes, list the date submitted: The stormwater submittal will be made to Linda Lewis at the same time the CAMA submittal is made. k. Have the facilities described in Item (i) received state or local approval? []Yes []No ®NA If yes, attach appropriate documentation. m. Does the proposed project include an innovative stormwater design? ❑Yes ®No ❑NA If yes, attach appropriate documentation. RECEIVED RECEIVED DCM WILMINGTON, NO JUN 0 2 2014 MAY 212GK DCM-MRD CITY .. 4y` �� ,... m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) There are no restroom or drinking water facilities proposed on the site o. When was the lot(s) platted and recorded? August 1970 Date Turkey Creek Boating Access Area Project Name NCuRG - MlroN JZPYsreR Applies Name x g �7 Applicant Signature n. (i) Will water be impounded? ❑Yes ®No ❑NA (III 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-JBM2808 :: 1-888.4RCOAST :: www.necodstdrmanagement.net XCTVED RECEIVED DCM WILMINGTON, NC IUN 0 2 2014 MAY 21 2014 DCM-MHD CITY Form DCM MP-4 STRUCTURES (Construction within Public Trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. DOCKING FACILITY/MARINA CHARACTERISTICS a. (i) Is the docking facility/marina: ❑Commercial OPubliclGovemment ❑Private/Community ❑This section not applicable b. (i) Will the facility be open to the general public? ®Yes []No c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ❑Yes ®No (ii) Number 1 floating If yes: (iii) Length 60' (floating) (ii) Number _ IN) Width 6' (iii) Length (v) Floating ®Yes []No (iv) Width (v) Floating []Yes ❑No e. (i) Are Platforms included? []Yes ®No f. (i) Are Boatlifts included? []Yes ®No If yes: If yes: (ii) Number (ii) Number (iii) Length (iii) Length (iv) Width (iv) Width (v) Floating []Yes ❑No Note: Roofed areas are calculated from dripme dimensions. g. (i) Number of slips proposed h. Check all the types of services to be provided. None - Temporary tie-up for loading/unloading only ❑ Full service, including travel lift and/or rail, repair or (ii) Number of slips existing maintenance service 0 ❑ Dockage, fuel, and marine supplies ❑ Dockage ( wet slips") only, number of slips: ❑ Dry storage; number of boats: ® Boat ramp(s); number of boat ramps: 2 ❑ Other, please describe: i. Check the proposed type of siting: ❑ Land cut and access channel ®Open water; dredging for basin and/or channel []Open water; no dredging required ❑Other; please describe: k. Typical boat length: 20' m. (i) Will the facility have tie pilings? []Yes ®No (a) If yes number of tie pilings? j. Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). Recreational boaters and fishermen - any boats that may be transported on a trailer I. (!)Will the facility be open to the general public? ®Yes ❑No RECEIVED RECEIVED 1� ll DCM WILMINGTON, NC JUN 0 2 2014 MAY 212014 i1CM=M" CITY Form DCM MP-4 (Structures, Page 2 of 4) 2. DOCKING FACILITY/MAR/NA OPERATIONS ®This section not applicable a. Check each of the following sanitary facilities that will be included in the proposed project. ❑ Office Toilets ❑ Toilets for patrons; Number: _; location: ❑ Showers ❑ Boathokling tank pumpout, Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. c. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled? e. (i) Give the location and number of "No Sewage Discharge' signs proposed. (ii) Give the location and number of "Pumpout Available" signs proposed. f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of? h. i. Give the number of channel markers and "No Wake" signs proposed. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. j. What will be the marina policy on overnight and live -aboard dockage? k. Describe design measures that promote boat basin flushing? I. If this project is an expansion of an existing marina, what types of services are currently provided? m. Is the marina/docking facility proposed within a primary or secondary nursery area? []Yes []No UN 0 2 2014 RECEIVED DCM WILMINGTON, NC MAY 212014 Form DCM MP-4 (Structures, Page 3 of 4) n. Is the marina/docking facility proposed within or adjacent to any shelfsh harvesting area? ❑Yes ❑No o. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL []None p. Is the proposed manna/docking facility located within or within close proximity to any shellfish leases? []Yes []No If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 3. BOATHOUSE (including covered lifts) ®This section not applicable a. (i) Is the boathouse structure(s): ❑Commercial ❑PublictGovemment ❑Private/Community (it) Number (III) Length _ (iv) Width Note: Roofed areas are caloulated from ddpline dimensions. 4. GROIN (e.g., wood, sheetpile, etc. It a rock groin, use MP-2, Excavation and Fill.) ❑This section not applicable a. (i) Number 2 (ii) Length N. (Ili) Width 1' 15. BREAKWATER (e.g., wood, sheetpile, etc.) ❑This section not applicable a. Length 68' C. Maximum distance beyond NHW, NWL or wetlands 50' b, Average distance from NHW, NWL, or wetlands 50, 6. MOORING PILINGS and BUOYS ®This section not applicable a. Is the structure(s): ❑Commercial ❑Public/Government ❑Private/Community c. Distance to be placed beyond shoreline Note: This should be measured from marsh edge, if present. e. Arc of the swing 7. GENERAL b. Number d. Description of buoy (color, inscription, size, anchor, etc.) RECEIVED RECEIVED DCM WILMINGTON. NC JUN 0 2 2014 -� MAY 212014 revhed: DCM-MHD CITY ="orm DCM 111i (structures, Page 4 of •' a. Proximity of structure(s) to adjacent riparian property lines 173'+/- to the west and 127'+/- to the east Note: For buoy or mooring piling, use am of swing including length of vessel. c. Width of water body 1200'+/- e. (i) Will navigational aids be required as a result of the project? ❑Yes ®No ❑NA (ii) If yes, explain what type and how they will be implemented. b. Proximity of structure(s) to adjacent docking facilities. The nearest docking facilities are private docks approximately 210 ft to the northwest d. Water depth at waterward end of structure at NLW or NWL -6' at NWL 8. OTHER ®This section not applicable a. Give complete description: 4lf5�1q Date Turkey Creek Boating Access Area Project Name )rX'YsTi;z — NCuRG Appli nt Name Applicant Signatur RECEIVED RECEIVED I DCM WILMINGTON. NC JUN 0 2 2014 MAY 21 2014 252-808-2808 :: 18884RCOAST :: www.nccuastal_management.net DCM-Mn CITY 4 P/ G S /0 £� I /` /� /// / JUL 0-3, 2014 t/ ------- < N. milm ... .. .... . y, �, , E : l t N! mp . ... .. ....... ...... .. NQRT"C MWAMDURMSOURCHM. TURKEY CREEK BOATING ACCESS AREA DMSION"OFE"GINEEMNOMMES o MWN DFF� RWER IMPACTSPLANK F- IPER4E DRAWINGS- NOT FOR CONSTRUCTION M`ma, ;uap�p JO' CA4A ¢ � � d d s NGN WA!!l�EEEEFRRa, / n y5y5 E SBND WE!(ANOS m a J + m m UNE yyi^^g PROPOSED CDISTA. CE r a .. e / j _ r...Ji... 000 €oe3om^o} WERAND DISiUR&WCES y] ii (66 5F)fie.c S i H fi l WAn aL AnON (4J" )\'\_ 0110 000 ' G LL ��' � 0100 LU o Q y LU z �s. cBuFfzx i— U rxa� 20 ` 60 "N BARON -'� �Scale� t' — 20' SD-20A AZIA HC®ENR .North Carolina Department of Environment and Natural Resources Pat McCrory Governor August 18, 2014 N.C.WRC Attn: Preston Royster 1718NC Hwy 56 W Creedmoor, N.C. 27522 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 if another qualified party submits a valid objection to the issuance of this permit within twenty (20)'days, the matter must be resolved prior to work initiation. The Coastal Resources Commission makes the final decision on any appeal. 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, a e w Douglas V. Huggett Major Permits and Consistency Manager 400 Commerce Avenue, Morehead City, NC 28557 Phone: (252) 808-2808 \ Internet: httu:Hi)ortal.nedenr.org/web/cm/ An Equal Opportunity I Affirmative Action Employer— Made in part by recycled paper IIDCM Coordinator: l� w� �/ Permit MAILING DISTRIBUTION SHEET Permitee: Agents: 1DCM Field Offices Elizabeth City Morehead City Washington SS i mington S p US ACOIE Offices: (with revised work plan drawings) Washington: Raleigh Bland Wilmington: oruue r � Cultural Resources: Renee Gledhill -Early or ( vironmental.review@nc cd r.gov) Public Water Supply: D e W' ' O)_ Joey White (WARD) RTC DOT: en Pac Shellfish Sanitation: i Fowler State Property: Water Resources: aren Higgins aaleighb i ennessy (NC DOT) Washington: Anthony Scarborough � Wilmington: eenhuis — 401 r� Chad Coburn - 401 Linda Lewis - Stormwater Wildlife Resources: is Dunn (WARO) LPO: Fax Distribution: Permitee #: Agent #: J Howell, Jonathan From: Smith, Ronnie D SAW [Ronnie. D.Smith@usace.army.mil] Sent: Monday, June 09, 2014 10:36 AM. To: Howell, Jonathan; Dail, Jason Cc: Coburn, Chad Subject: Turkey Creek BAA (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Upon further review, this project will be processed as a NWP 3 and GP 56. We will be mailing the applicant a verification letter. The manatee condition will be included. Ronnie D. Smith Project Manager US Army Corps of Engineers Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington, North Carolina 28403-1343 Phone: (910) 251-4829 Fax: (910) 251-4025 Email: ronnie.d.smith(@usace.armv.mil We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: http://regulatory.usacesurvev.com/. Thank you for taking the time to visit this site and complete the survey. Classification: UNCLASSIFIED Caveats: NONE t 2. 4. 51 7. J DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: NCWRC/Turkey Point Boat Ramp. LOCATION OF PROJECT SITE: The property is located at 619 Turkey Point Road, adjacent to Turkey Creek, in Holly Ridge, Onslow County. Photo Index - 2006: 29-6577, K-L, 10-11 2000: 29-393, M-N, 15 1995: 29-380, L-M, 23-24 State Plane Coordinates - X: 2462441 Y: 274381 GPS File: N-052214A Lat:34°29'39.44"N Long:77°27'55.25"W INVESTIGATION TYPE: CAMA/DREDGE & FILL INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/22 /14 Was Applicant Present — No PROCESSING PROCEDURE: Application Received — Complete on 5/21/14 Office — Wilmington SITE DESCRIPTION (A) Local Land Use Plan — Onslow County Classification From LUP - Developed (B) AEC(s) Involved: EW, ES, CW, PT (C) Water Dependent: Yes (D) Intended Use: Public/Community (E) Wastewater Treatment: Existing —None Planned -None (F) Type of Structures: Existing — Parking lot, boat ramp and fixed docks Planned — Replace boat ramp and floating dock and improve parking. (G) Estimated Annual Rate of Erosion: N/A Source — N/A HABITAT DESCRIPTION: [AREA] DREDGED EMLED OTHER (A) Vegetated Wetlands — Coastal 64 ft2 (B) Non -Vegetated Wetlands — open 2,795 ft.� water (incorporated) (C) Other 1,600 ft.2 +/-53,000 ft.' (shallow bottom) (highground) (D) Total Area Disturbed: 57,459 ft z (1.31 acres) (E) Primary Nursery Area: Yes (I) Water Classification: SA-ORW Open: No PROJECT SUMMARY: Applicant is proposing to rehabilitate the existing boat ramps (2) and parking area. JUN 0 2 Z014 ACM MHD CV NCWRC — Turkey Point Boat Ramp Page Two 9. PROJECT DESCRIPTION: The project site is located at 619 Turkey Point Road, adjacent to Turkey Creek, in Onslow County. To get to the site from Wilmington, take NC Highway 17 north toward Jacksonville. Turn right onto Old Folkstone Road (approximately 28 miles from Wilmington) and continue approximately 2.5 miles. Turn right onto Turkey Point Road and travel approximately 1.7 miles. Bear right to stay on Turkey Point Road and the project site will be located at the terminal end. The project site is owned by the NC Wildlife Resources Commission and is approximately 2.48 acres in size, with approximately 386 linear feet of shoreline frontage along Turkey Creek. Elevations at the site range from 2'-4' above normal high water (NHW) and water depths average approximately -2.5' deep at Normal Low Water (NLW). The property is bordered by Turkey Creek to the south and west, and by vacant and residential properties to the north, and east. There is an existing paved road (Turkey Point Road) that leads to the gravel parking area of the ramp. Two boat ramps (+/- 12-15' in width) are located along the southern shoreline which are accessible by two (2) fixed docks (3' x 30'). The ramps and the fixed dock are severely degraded and in need of replacement. As for the natural conditions at the site, the majority of the coastal wetlands are located to the south, along the southern and eastern sides of the property; however, there is a small patch of coastal wetlands that is located along the northern side of the existing boat ramp. Coastal Wetland vegetation in the vicinity of the existing boat ramp include Glasswort (salicornia spp.), Spike Grass (Distichlis Spicata), Black Needlerush (Juncus roemarianus), Salt Meadow Grass (Spartina patens) and Salt Marsh Cordgrass (Spartina alternii fora). The coastal wetlands on site range in width from 2' to 50'. The Onslow Land Use Plan classifies the upland areas of this project as conservation. The waters of the project site are classified as SA-ORW by the NC Division of Water Quality. The NC Division of Marine Fisheries HAS designated this area of Stump Sound as a Primary Nursery Area, and the waters adjacent to the proposed project are CLOSED to the harvesting of shellfish. PROPOSED PROJECT: The applicant is proposing to replace the existing boat ramp (and dock) and improve the existing parking area. In short, the applicant is proposing to remove the two existing concrete boat ramps, and fixed docks, and replace the ramps in kind (two ramps each measuring 15' x 92'). The two existing fixed docks would be demolished and replaced with one (8' x 60') floating dock, which would be located in between the two proposed ramps. In addition, the applicant is proposing to stabilize the "ramp basin" by installing two vertical breakwater walls (vinyl), each measuring 68' in length (as measured from the high ground, or +/- 50' from the NHW line). The two vertical wall structures would be located along the outside edges of the new 15' x 92' concrete ramp pads, one on each side of the ramp structure (approximately 34' apart). In order to accomplish this task, the applicant is requesting approval to fill approximately 64 square feet of coastal wetlands (primarily Smooth Marsh Cordgrass) along the northwestern side of the ramp. The vegetation here is sparse and 64 sq. ft. of impact is quite liberal as far as impacts are concerned. In addition to the filling of coastal wetlands, the applicant would also need to remove a minimal amount of material within the footprint of the existing ramp, below the normal high water (NHW) level. In total, approximately 81 cubic yards of material would be removed (38' x 43' x -3') from the ff sing the concrete pads. The excavated material would be transported to the upland portion d i e an woid be JUN 0 2 2014 DCM-MHD CITY NCWRC — Turkey Point Boat Ramp Page Three spread through the site in preparation of the grading and resurfacing of the existing parking area The applicanl states that the final depth at the end of the boat ramp (proposed final depth of -6.0', at normal low water (NLW)) is necessary to achieve the appropriate slope for ramp use. The connecting waters along the outboard side of the proposed ramp average -2.5' to -3.0' at NLW, which would leave a temporary depressing along the toe of the ramp, until the material below the ramp stabilized. No additional excavation activities would take place as there is sufficient water for navigation beyond the edge of the boat ramp. Similarly, no additional wetland impacts are anticipated. The upland development would consist of re -grading and paving the existing driveway and parking areas to delineate parking for trailers, single vehicles and ADA access. According to the application package, the total amount of earth work would be minimal, and limited only to what is necessary to re-level/grade and pave the driveway and parking areas. In total, the current amount of impervious coverage at this site is +/- 29.56%, or 25,563 sq. ft., with the vast majority being allocated to the existing gravel driveway and parking areas. The redevelopment plans (including paving the site) would result in a very small decrease in the amount of built upon area, reducing the amount of impervious coverage to 29.35%, or 25,377 sq. ft. As stated, no new concentrated outlets are proposed at this time as well as no new built upon areas. In total, approximately 53,000 sq. ft. of high ground disturbance would be anticipated as a result of the proposed work. 10. ANTICIPATED IMPACTS The proposed boat ramps would fill approximately 1,600 ft.' of Shallow Bottom. The proposed vinyl breakwater walls, boat ramp and floating dock would incorporate approximately 2,795 ft.2 of open water area (Public Trust area). The proposed ramp installation would result in the filling of approximately 64 ft.2 of coastal wetlands and the proposed approach and spoil disposal area would disturb approximately 53,000 ft.2 of highground. The proposed excavation would result in the disturbance of approximately would disturb 1,600 ft.2 of shallow bottom (same as the ramp fill). The open water structures would comply with the '/e width limitation and would be located within the applicant's area of riparian access. Submitted by: Jason Dail Date: May 27, 2014 Office: Wilmington rJ RECEIVEDUN 0 2 2014 DIVISION OF COASTAL MANAGEMENT APPLICATION TRANSMITTAL AND PROCESSING RECORD 1) APPLICANT: NCWRC COUNTY: Onslow PROJECT NAME: Turkey Creek Boating Access Area LOCATION OF PROJECT: 619 Turkey Creek Rd, adjacent to Turkey Creek / Stump Sound, in HoAy Ridge DATE APPLICATION RECEIVED COMPLETE BY FIELD: 5-21-14 FIELD RECOMMENDATION: Attached: YES CONSISTENCY DETERMINATION: Attached: n/a FIELD REPRESENTATIVE: Dail DISTRICT MANAGER REVIEW: %lam B) DATE RECEIVED BY MAJOR PERMITS UNIT: PUBLIC NOTICE REC ): 5-31-14 ADJ. RIP. PROP NOTICES RECD: APPLICATION ASSIGNED TO: cS C) 75 DAY DEADLINE: MAIL OUT DATE: 5-29-14 FEDERAL DUE DATE: PERMIT FINAL ACTION: ISSUE DENY To Be Forwarded: n/a To Be Forwarded: n/a DISTRICT OFFICE: WILMINGTON FEE RECD: 400 END OF NOTICE DATE: 6-21-14 DEED RE 5- -14 ON: 150 DAY DEADLINE: STATE DUE DATE: 6-21-14 FED COMMENTS RECD: f071% a"1 AGENCY DATE COMMENTS RETURNED OBJECTIONS: YES NO NOTES Coastal Management - Regional Representative Coastal Management - LUP Consistency Division of Community Assistance y. IN Land Quality Section (DEMLR) 6' L(- I N ✓ Sit Division of Water Resources (401) %•3 -) y Storm Water Management(DEMLR) -tb-IN /✓ ✓ State Property Office 1g-IY Division of Archives & History b-13-14 ✓ Division of Environmental Health Division of Highways RE�EIVLD Wildlife Resources Commission /4 ✓ C .aka Local Permit Office -10 - Iq ✓ Division of Marine Fisheries / DCM JAI AQf VA)W , Corps of Engineers 6 S 1`1 fYa��o . bao s Kcn�1K etas 6,6-1H ✓ U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2014-00433 County: Onslow USGS Quad: Spicer Bay GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Mr. Preston Rooster North Carolina Wildlife Resource Commission 1718NC Hiehway 56 W Creedmoor, North Carolina 27522 Telephone Number: Size (acres) 2_5 Nearest Town Holly Ridee Nearest Waterway Turkey Creek River Basin White Oak USGS HUC 03020302 Coordinates Latitude: 34.49466 Longitude:-77.46508 Location description: The protect area is located alone Turkey Creek, at 619 Turkey Point Road. in Holly Ridge, Onslow County, North Carolina. Description of projects area and activity: Turkey Creek BAA. This verification authorizes the discharge of fill material into 1,600 square feet of waters of the United States for the replacement of the boat ramps, construction of an 8' x 60' floating dock and the construction of two breakwater walls. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ® Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 3 and GP 56 SEE ATTACHED RGP or NWP GENERAL and REGIONAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted CAMA application and information dated May 15, 2014. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone (919) 733-1786) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvalstpermits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Ronnie Smith at 910-2514829 or by email at rounie.d.smith(a),usace.army.mil RECEIVED Corps Regulatory Official: Ronnie Smith Date: June 11, 2014 Expiration Date of Verification: December 31, 20 JUN 2 5 2014 SAW-2014-00559 Determination of Jurisdiction: A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. ® There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued March 11, 2014. Action ID: SAW-2014-00559. Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corns E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C above). This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303-8801 2 SAW-2014-00559 Phone: (404) 562-5137 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by August 22, 2014. • •It is not necessary to submit an RFA form to the Divisi Office if you do not object to the determination in this correspondence." Corps Regulatory Official: Ronnie Smith Date of JD: June 23, 2014 Expiration Date of JD: June 23, 2019 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at http://regulatory.usacesurvev.com/. Enclosures: GP 56 Conditions NWP 3 Conditions Permit Drawings Copy Furnished without Enclosures: Mr. Jonathan Howell North Carolina Department of Environment and Natural Resources Division of Coastal Management 400 Commerce Avenue Morehead City, North Carolina 28557-3421 Mr. Jason Dail North Carolina Department of Environment and Natural Resources Division of Coastal Management 127 Cardinal Drive Extension Wilmington, North Carolina 28405 Ms. Joanne Steenhuis North Carolina Department of Environment and Natural Resources RECEIVED JUN 2 5 2014 DCM-MHD CITY r - • SAW.201"0559 Division of Water Resources 127 Cardinal Drive Extension Wilmington, North Carolina 28405 AN NCDET�IR North Carolina Department of Environment and Natural Resources Pat McCrory Governor May 29, 2014 Division of Coastal Management MEMO: TO: Shannon Jenkins NH DEH Shellfish Sanitation Section John E. Skvarla, III Secretary FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: NCWRC Turkey Creek Boating Access Area Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 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 a jency objects to the project for reasons described in the attached comments. SIGNE DATE (P 7a how (� RtMVED 127 Cardinal Drive Ext., Wilmington, NC 28405 JUN 0 5 2014 Phone: 910-796-7215 \ FAX: 910.395-3964 internet: www nccoastalmanagement.net An Equal opportunity\ Affirmative Acdon Employer DCV-V"ffDCt. LTMA ... NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor May 29, 2014 Division of Coastal Management MEMORANDUM: TO: Mark Zeigler WiRO Division of Community Assistance John E. Skvaria, III Secretary FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: NCWRC Turkey Creek Boating Access Area Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 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 lr,4A Pith I AI)e DATE toIa IIy 127 Cardinal Drive Ext., Wilmington, NC 28405 Phone: 910-796.7215 \ FAX: 910-395-3964 Internet: www nocoastalmanacement.net An Equal OppadwnlyI Allirmalive Action Empoyer A - NCDENR North Carolina Department of Environment and Division of Coastal Management Pat McCrory Governor MEMORANDUM: Natural Resources TO: Jonathan Howell, DCM Assistant Major Permits Coordinator FROM: Jessi Baker, DCM Fisheries Resource Specialist SUBJECT: NCWRC Turkey Creek Boating Access Area DATE: June 5, 2014 John E. Skvarla, III Secretary A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed the subject document for proposed actions that impact fish and fish habitats. The purpose of the project is to make improvements at an existing WRC boat ramp. Turkey Creek is designated Primary Nursery Area (PNA) by the North Carolina Marine Fisheries Commission. Primary Nursery Areas are essential for post -larval and juvenile species of finfish, crabs and shrimp because they afford food and protection during a vulnerable period of their life cycle. To protect such sensitive areas, Coastal Resources Commission rules prohibit most new dredging in PNA. Operating vessels in shallow water can result in "prop dredging". To reduce prop dredging in the shallow PNA areas surrounding the ramp, additional channel markers should be included in the approach to the ramp from the Turkey Creek channel to encourage boaters to avoid those areas. Also, an existing PNA educational poster should be included at the kiosk to educate boaters on PNAs. All dredging must occur either outside the in -water work moratorium of April 1 to September 30 or within turbidity curtains. Please feel free to contact Jessi Baker at (252) 808-2808 ext..213 or iessi.baker@ncdenrRov if you have any further questions or concerns. 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-2808 \ FAX: 252-247-3330 Internet: www.necoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor May 29, 2014 Division of Coastal Management MEMORANDUM: TO: Jessi Baker Fisheries Resource Specialist Division of Coastal Management John E. Skvarla, III Secretary FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: NCWRC Turkey Creek Boating Access Area Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. _This agency approves of the project only if the recommended changes are Incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED � DATE �e WI LA RECEIVED rRC N 02 2014 127 Cardinal Drive Ext., wlmington, NC 28405ww 61hi'Phone: 910-796.7215 \ FAX: 910-395-3964Internet: wriocoastalmeni. An Equal Opportunity \ Affirmative Action Employer r NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor May 29, 2014 Division of Coastal Management MEMORANDUM: � TO:-Heidifi9 7 D/4/V& Public Water Supply 4b'�-oW John E. Skvarla, III Secretary MAY Z 9 2014 FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: NCWRC Turkey Creek Boating Access Area Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE RECEIVED rJU N 0 8 2014127 Cardinal Drive Ext., Wilmington, NC 28405 Phone: 910-796-72151 FAX: 910-395-3964Internet: www.nccoastalmanaQement.net 1)CM-VHDCn7 An Equal opportunity 1 ANim abve Action Empoyer d��►Q;a= NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor May 29, 2014 John E. Skvarla, III Secretary Division of Coastal Management RAY? MEMORANDUM: 9 2014 TO: Dan Sams District Manager DEMLR - WiRO FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: NCWRC Turkey Creek Boating Access Area Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 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 /f 1 incorporated. See attached. A se-d.:( Jc,--��1( -4, �P1,(co.�la,.� ♦1 4llJ jir�✓:t' I`J Yt'LL�-S S<.: .�/ 1�:� 1TY,{-� r iM.T �.JYW'. V.1 Th' Y b t t th 1 t f r reas6>ris described in the attached comments SIGNED j is a�g�enc o jec s o e l., vj c o DATE VP R>r XVED m. Jilt,' 0 e '2r114 127 Cardinal Drive Ext., Wilmington.. NC 28405 Phone: 910-796-7215 \ FAX: 910-395-3964Internet: www.nccwastalmanaaement.n@ ....MC17Y An Equal Opportunity \ Affirmative Action Employer QWA ,W NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor John E. Skvarla, III Secretary May 29,2014 RECEIVED Division of Coastal Management JUN 0 3 2014 MEMORANDUM: DOA STATE PROPERTY TO: Tim Walton OFFICE Dept of Administration State Property Office FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: NCWRC Turkey Creek Boating Access Area Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 when appropriate, in-depth comments with supporting data is requested. REPLY: Tjris 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 CZ�h. Mt\ DATE RECMVBUU 127 Cardinal Drive Ext., Wilmington, NC 28405 rJUN 18 2014 Phone: 910-796-72151 FAX: 910-395-3964Intemet: www.nocoastalmanacement.net An Equal opportunity \ Affinnalive kfion Employer I1Cs't ]YtHD CITY x4' t�dl Mate of XM4 Carolina_ omow _rjonnty THIS DEED, Made this 4th day or August, 1970, Julius B. Parker and wife, Ethel S. Parker, of onslow County and State of North Carolina, of the first part, to State of North Carolina, *1 k3omnigcxnedc$�6acnfr#mmtxfhrafias, of the second part; WITNESSETH, That acid parties of the first part for and in consideration of Ten ($10.00) Dollars and other valuable considerations--------------------------Hcs}hGes, to them paid by said part y of the second part, the receipt of which is hereby ac- knowledged, ha ve bargained and sold, by these present do bargain, sell and convey to said successors party of the second part its / 3baisxand assigns a certain tract or parcel of land in Stump Sound Township, Onslow County, State of North Carolina, bounded as follows, viz: v Beginning at a concrete monument in the eastern right of way line of SR No. 1530, said beginning point being located south 52 degrees 10 minutes east 30 feet from a point in the center of the aforesaid road, which point in the center of SR No. 1530 is located in a somewhat southweetwardly direction 4,111.5 feet from the center of SR No. 1529 when measured along and with the center of SR No. 1530; thence from the beginning and running south 52 degrees 10 minutes east 157 flat t� a concrete monument; thence south 21 degrees 30 minutes west 330 feet to an iron pipe in the center of a mosquito control ditch; thence along and with ChA center of the mosquito control ditch south 10 degrees 25 minutes west 117 feet, south 26 degrees 30 minutes west 106 feet, south 47 degrees 15 minutes west 19 feet to another iron pipe; thence following along and with the shoreline of Turkey Creek Bay north 15 degrees 50 minutes west 118 feet, north 30 degrees 15 minutes east I 63 feet, north 40 degrees 30 minutes west 41 feet, south 74 degrees 30 minutes weA 39 feet, north 45 degrees 35 minutes west 17 feet, north 20 degrees 25 minutes west 68 feet, north 24 degrees 30 minutes east 40 feet, north 37 degrees 00 minutes west 49 feet, north 20 degrees 00 minutes east 44 feet to a concrete monument; thence leaving the shoreline and running along the eastern right of ways line of SR No. 1530 north 37 degrees 50 minutes east 362 feet to the beginning, and containing 2.7 acres by actual survey of Roscoe Sandlin, Registered Surveyor. REMW M JUN 18 2014 DcM DCMMHDCrrY 2014, r A 1 TO HAVE AND TO HOLD the aforesaid tract or parcel of land, and all privileges and appur. successors tenances thereto belonging to the said part y of the second part its / )$sins: and assigns in fee simple, forever. And the said part ies of the first part for themselves, their heirs, assigns, exe- successors eutm:v and administrators, covenant with said part y of the second part its / iwims and assigns, that they are seized ofsaid premises in fee, and have the right to convey the _ same in fee -simple; that the same are free and clear from all encumbrances, and they will warrant and defend the said title to the same against the lawful claims of all persons whomsoever. :.: 12014J N,N' IN TESTIMONY WHEREOF, The said part ies of the first part have hereunto set their hands and seal the day and year above written. , /"'�✓���..`.4'T t77. (SEAL) 8ei@'Julius B Pa KYA3 cr� A'at A .._... _-- (SEAL) ?' 1Sche1 8. Par(Cer .._----- _----- ............... ............ .... ..(SEAL) .. Attest: _.. €" .... -.. (SEAL) NORTH CAROLINA, ONSLOW County. I,�_. C/ Litc-7-„- NOTARY PUBLIC In and fdr the said County and State do hereby certify that JULIUS B. PARKER and ETHEL S. PARKER, his wife, personally appeared before me this day and acknowledged the due execution of the foregoing deed of conveyyy#nce, Witness my hand andnotarial seal this j day of- MY commission expires / day of NORTH CAROLINA, County. a in and for said County and State do hereby certify that personally appeared be. fore me this day and acknowledged the execution of the foregoing instrument, for the purpose therein expressed. Witness my hand and seal this day of , 19 My commission expires day of UCEIVED19 JUN 18 2014 (SEAL) i DCM DCM-MHD CITY NORTH CAROLINA, County. This day of 19 , personally came before me who, being by me duly sworn, says that he is of the , and that the seal affixed to the foregoing instru- ment in writing is the corporate shad of said corporation, and that said writing was signed and seal- ed by him in behalf of said corporation by its authority duly, given. And the said acknowledged the said writing to be the act and deed of said corporation. Witness my hand and official seal, this clay of , 19 (SEAL) STATE. OF NOU'1'll CARMANA, ONNIJy�o.`w` COUNTY. Thu l'aregoiug curLi6catu of w0—M-6 S. O H.-'�-+ is certified to be correct. This instrument was presented for registration this day and hour and duly recorded in the office of the Register of Deeds of Onslow County, N. C. in Rook Page �, u % . f% T�hi.q X(If!(/{ day �jof , A.D., 1,.) %Oat / o,clockAT' BY l $Regrster of Ueeds Assistant Register of Deeds i ;= GJ f iy F 1U 12014) DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: NCWRC/Turkey Point Boat Ramp. 2. LOCATION OF PROJECT SITE: The property is located at 619 Turkey Point Road, adjacent to Turkey Creek, in Holly Ridge, Onslow County. Photo Index - 2006: 29-6577, K-L, 10-11 .2000: 29-393, M-N, 15 1995: 29-380, L-M, 23-24 State Plane Coordinates - X: 2462441 Y: 274381 GPS File: N-052214A Lat:34°29'39.44"N Long:77°27'55.25"W 3. INVESTIGATION TYPE: CAMA/DREDGE & FILL 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/22 /14 Was Applicant Present — No 5. PROCESSING PROCEDURE: Application Received — Complete on 5/21/14 Office — Wilmington 6. SITE DESCRIPTION: 7. (A) Local Land Use Plan — Onslow County (B) AEC(s) Involved: EW, ES, CW, PT (C) Water Dependent: Yes (D) Intended Use: Public/Community (E) Wastewater Treatment:Existing — None Planned - None Classification From LUP - Developed (F) Type of Structures: Existing — Parking lot, boat ramp and fixed docks Planned — Replace boat ramp and floating dock and improve parking. (G) Estimated Annual Rate of Erosion: N/A Source — N/A HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTIMR (A) Vegetated Wetlands —Coastal 64 ff (B) Non -Vegetated Wetlands — open 2,795 ft.- water incor orated (C) Other 1,600 ft z +/-53,000 ft z (shallow bottom) (highground) (D) Total Area Disturbed: 57,459 ft z(1.31 acres) (E) Primary Nursery Area: Yes (F) Water Classification: SA-ORW Open: No 8. PROJECT SUMMARY: Applicant is proposing to rehabilitate the existing boat ramps (2) and parking area. NCWRC — Turkey Point Boat Ramp Page Two 9. PROJECT DESCRIPTION: The project site is located at 619 Turkey Point Road, adjacent to Turkey Creek, in Onslow County. To get to the site from Wilmington, take NC Highway 17 north toward Jacksonville. Turn right onto Old Folkstone Road (approximately 28 miles from Wilmington) and continue approximately 2.5 miles. Turn right onto Turkey Point Road and travel approximately 1.7 miles. Bear right to stay on Turkey Point Road and the project site will be located at the terminal end. The project site is owned by the NC Wildlife Resources Commission and is approximately 2.48 acres in size, with approximately 386 linear feet of shoreline frontage along Turkey Creek. Elevations at the site range from 2'-4' above normal high water (NHW) and water depths average approximately -2.5' deep at Normal Low Water (NLW). The property is bordered by Turkey Creek to the south and west, and by vacant and residential properties to the north, and east. There is an existing paved road (Turkey Point Road) that leads to the gravel parking area of the ramp. Two boat ramps (+/- 12-15' in width) are located along the southern shoreline which are accessible by two (2) fixed docks (3' x 30'). The ramps and the fixed dock are severely degraded and in need of replacement. As for the natural conditions at the site, the majority of the coastal wetlands are located to the south, along the southern and eastern sides of the property; however, there is a small patch of coastal wetlands that is located along the northern side of the existing boat ramp. Coastal Wetland vegetation in the vicinity of the existing boat ramp include Glasswort (salicornia spp.), Spike Grass (Distichlis Spicata), Black Needlerush (Juncus roemarianus), Salt Meadow Grass (Spartina patens) and Salt Marsh Cordgrass (Spartina alternii lora). The coastal wetlands on site range in width from 2' to 50'. The Onslow Land Use Plan classifies the upland areas of this project as conservation. The waters of the project site are classified as SA-ORW by the NC Division of Water Quality. The NC Division of Marine Fisheries HAS designated this area of Stump Sound as a Primary Nursery Area, and the waters adjacent to the proposed project are CLOSED to the harvesting of shellfish. PROPOSED PROJECT: The applicant is proposing to replace the existing boat ramp (and dock) and improve the existing parking area. In short, the applicant is proposing to remove the two existing concrete boat ramps, and fixed docks, and replace the ramps in kind (two ramps each measuring 15' x 92'). The two existing fixed docks would be demolished and replaced with one (8' x 60') floating dock, which would be located in between the two proposed ramps. In addition, the applicant is proposing to stabilize the "ramp basin" by installing two vertical breakwater walls (vinyl), each measuring 68' in length (as measured from the high ground, or +/- 50' from the NHW line). The two vertical wall structures would be located along the outside edges of the new 15' x 92' concrete ramp pads, one on each side of the ramp structure (approximately 34' apart). In order to accomplish this task, the applicant is requesting approval to fill approximately 64 square feet of coastal wetlands (primarily Smooth Marsh Cordgrass) along the northwestern side of the ramp. The vegetation here is sparse and 64 sq. ft. of impact is quite liberal as far as impacts are concerned. In addition to the filling of coastal wetlands, the applicant would also�need to remove a minimal amount of material within the footprint of the existing ramp, below the normal high water (NHW) level. In total, approximately 81 cubic yards of material would be removed (38' x 43' x -3') from the area comprising the concrete pads. The excavated material would be transported to the upland portion of the site and would be NCWRC — Turkey Point Boat Ramp Page Three spread through the site in preparation of the grading and resurfacing of the existing parking area. The applicant states that the final depth at the end of the boat ramp (proposed final depth of -6.0', at normal low water (NLW)) is necessary to achieve the appropriate slope for ramp use. The connecting waters along the outboard side of the proposed ramp average -2.5' to -3.0' at NLW, which would leave a temporary depressing along the toe of the ramp, until the material below the ramp stabilized. No additional excavation activities would take place as there is sufficient water for navigation beyond the edge of the boat ramp. Similarly, no additional wetland impacts are anticipated. The upland development would consist of re -grading and paving the existing driveway and parking areas to delineate parking for trailers, single vehicles and ADA access. According to the application package, the total amount of earth work would be minimal, and limited only to what is necessary to re-level/grade and pave the driveway and parking areas. In total, the current amount of impervious coverage at this site is +/- 29.56%, or 25,563 sq. ft., with the vast majority being allocated to the existing gravel driveway and parking areas. The redevelopment plans (including paving the site) would result in a very small decrease in the amount of built upon area, reducing the amount of impervious coverage to 29.35%, or 25,377 sq. ft. As stated, no new concentrated outlets are proposed at this time as well as no new built upon areas. In total, approximately 53,000 sq. ft. of high ground disturbance would be anticipated as a result of the proposed work. 10. ANTICIPATED IMPACTS The proposed boat ramps would fill approximately 1,600 ft.2 of Shallow Bottom. The proposed vinyl breakwater walls, boat ramp and floating dock would incorporate approximately 2,795 ft.2 of open water area (Public Trust area). The proposed ramp installation would result in the filling of approximately 64 ft.2 of coastal wetlands and the proposed approach and spoil disposal area would disturb approximately 53,000 ft.2 of highground. The proposed excavation would result in the disturbance of approximately would disturb 1,600 ft.2 of shallow bottom (same as the ramp fill). The open water structures would comply with the ''/< width limitation and would be located within the applicant's area of riparian access. Submitted by: Jason Dail Date: May 27, 2014 Office: Wilmington RECEIVED UN 18 2W DC,kf VHD CITY Proiect Narrative Project Information: Date: 5/15/2014 Turkey Creek Boating Access Area Onslow County Engineer: Preston Royster, PE North Carolina Wildlife Resources Commission 1718NCHwy 56W Creedmoor, NC 27522 Project Summary: The Turkey Creek Boating Access Area project is located at 619 Turkey Point Road in Holly Ridge, NC. The existing parcel is approximately 2.49 acres and currently consists of an existing boat ramp and associated parking lot owned by the NC Wildlife Resources Commission. This project will involve the renovation of the existing ramp and parking lot. This will include the removal of the existing concrete ramp and fixed docks. Two new 15' wide concrete ramps with an 8' wide floating dock will be installed in its place. Vinyl breakwater walls are proposed to minimize the impacts on the adjacent shoreline and wetlands. In addition, the existing gravel parking lot will be renovated and paved to formalize and delineate parking for trailer and single vehicles and ADA accessible parking will be added. Turkey Creek adjacent to the site is classified as SA;ORW. A stormwater redevelopment exclusion will applied for on this site. Impervious Surface Calculations: The total site area above the normal water elevation and excluding CAMA wetlands is approximately 1.99 ac (86,475 st). As the site currently exists, there is approximately 25,563. sf (29.56%) of impervious surface on the site. The majority of this impervious surface is a gravel parking lot. The stone that makes up the lot consists of well -graded material with lots of fines similar to ABC or crusher run. The stone is also well compacted since it has been in place for several years. As such, this parking lot is considered to be impervious since the in -place stone does not match the current definition of gravel. The current rule that considers gravel to be pervious defines it as clean, uniformly -graded aggregate. All of the impervious surface on the site has been in place for many years based on aerial photos. The parking lot and ramp were constructed around 1970, so it was in place prior to the effective year for stormwater treatment, 1988. Following development of the site, we are proposing to install 25,377 sf (29.35%) of impervious surface. As a result, the proposed development results in a net decrease in impervious area of 186 sf. In addition, no new concentrated outlets are proposed, and no RECEIVED DCM WILMINGTON,NO MAY 2 120141 new impervious surface is proposed to be installed closer to the water than currently exists (with the exception of the ramp itself). Dredging: No dredging is proposed for this project outside of the boat basin (between the breakwater walls). Grading: The total amount of earthwork for this project will be minimal. Minimal elevation changes will be needed to provide positive drainage. Spoil from the ramp excavation will either be used on site (if suitable) or hauled to an offsite spoil area. We are planning to use the Onslow County Landfill unless another site is found prior to the start of construction. If another site is found, we will inform DCM and submit the necessary information to obtain approval to use the site. The total disturbed area of this project is yet to be determined. Upland Excavation and Earthwork: The upland excavation is to reach the proposed subgrade for the drive aisles and parking lot. Additional excavation may be required due to unsuitable soils. However, this will not be known until construction begins. Excavation quantities are unknown at this point. Excavated soil will be used on the site if possible. Off -site soil may need to be transported to the site to bring it up to the proposed grades and to provide positive drainage. Existing Stormwater Conditions: The existing site has no existing stormwater controls. The runoff currently sheet flows into the wetlands on the south and east sides of the site. Proposed Stormwater Conditions: No stormwater BMP's, pipes, or concentrated outfalls are proposed with this project. The intent is to maintain the sheet flow drainage patterns that currently existing on the site. RECEPW JUN 18 2014 RECEIVE. DCM WILMINGTON, NC DC.V. M-PD CITY MAY 2 12014J. Ramps/Docks: The proposed project includes the construction of two — single lane launch ramps. Each lane will be 15' wide, for a total of 30'. There will be an 8'x60' floating dock between the ramps. Wetlands: The 404 wetlands were delineated by the US Army Corps of Engineers on March 11, 2014. The CAMA wetlands were delineated by DCM staff in February 2014. As the project is currently designed, fill will be placed in approximately 100 sf of CAMA wetlands. No fill is proposed in the 404 wetlands. RECEIVED DCM WILMINGTON, NC MAY 2120% ®eM MF-1 APPLICATION for Maior Development Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name North Carolina Wildlife Resources Commission Project Name (itapplicable) Turkey Creek Boating Access Area Applicant 1: First Name Preston MI B Last Name Royster Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 1718 NC Hwy 56 W PO Box City Creedmoor State NC ZIP 27522 Country USA Phone No. 919-707-0376 ext. FAX No. 919-528-2524 Street Address (if different from above) city State ZIP Email preston.royster@ncwildlife.org 2. Agent/ContractorInformation Business Name North Carolina Wildlife Resources Commission Agent/ Contractor 1: First Name MI Last Name Preston B Royster Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City state 1718 NC Hwy 56 W Creedmoor NC VP Phone No. 1 Phone No. 2 27522 919- 707 - 0376 ext. 919 - 930 - 4227 ext. FAX No. Contractor # 919 528 2524 Street Address (if d#ferentfrom above) City State ZIP Email preston. royster@ncwildlife.org JUN 18 2014 RECEIVED <Form continues on back> DCM WILMINGTON, NC ?.014i Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Onslow 619 Turkey Point Rd SR 1503 Subdivision Name City State Zip N/A Holly Ridge NC 28445 - Phone No. Lot No. (a) (if many, attach additional page with list) N/A - ext. N/A, I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project White Oak Turkey Creek c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ❑Manmade ❑Unknown Intracoastal Waterway 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. N/A 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 386 108377 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or 108377, 1 1 NWL (normal water level) (If many lot sizes, please attach additional page with a list) 3 1 ❑NHW or ®NWL e. Vegetation on tract Grass and small trees. A portion of the site contains 404 and Coastal wetlands. f. Man-made features and uses now on tract Existing boat ramp, fixed docks, and gravel parking lot g. Identify and describe the existing land uses adlacent to the proposed project site. Residential, built upon lots on both sides of the site h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? ,N/A (Attach zoning compliance certificate, if applicable) []Yes []No ®NA 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? <Form continues on next page> RECEIVED DCM WILMINGTON, NC MAY 21 2014. 'i'db?,� :fin:0 v!"'sT Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ❑Yes ❑No (11) 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, if available) n. Describe existing wastewater treatment facilities. There are no existing or planned restrooms or wasterwater facilities on the site o. Describe existing drinking water supply source. There are no existing or planned restrooms on the site. p. Describe existing storm water management or treatment systems. There are no existing stormwater treatment or management systems on the site. Runoff from the site drains directly into the adjacent wetlands and Turkey Creek via sheet flow. There are no pipes or concetrated discharge points. 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. The site is to be used a boating access facility to provide the public with access to Turkey Creek and the Intracoastal Waterway. Upon completion, the site will consist of a two boat ramps, a floating dock, and the associated parking. 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 equipment will consist of excavators, dozers, dump trucks, motor graders, backhoes, pile drivers, and potentially barges and cranes. All equipment will be stored on site, or in the case of water -based equipment, moored on the shore in an area that has construction planned to minimize impacts. d. List all development activities you propose. Construction will include 2 launch ramps, t floating dock (between the ramps), new vinyl breakwater walls on each side of the ramp to minimize impacts of ramp construction, and boat trailer and single vehicle parking spaces 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? 53,000 ®Sq.Ft or ❑Acres g. Will the proposed project encroach on any public easement, public scoessway 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. Runoff from the site currently drains into adjacent wetlands and Turkey Creek via sheet flow. A portion of the site drains down the ramp into Turkey Creek. We are proposing to maintain sheet flow from the proposed parking lot as it currently drains. Runoff from the ramp itself will drain directly into Turkey Creek, however the uphill apron will drain away from the water, forcing runoff to flow into adjacent grassed and wetland areas prior to entering the creek. No pipes or other concentrated discharge points are proposed for this site. 1. Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No DNA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA J. Is there any mitigation proposed? ❑Yes ®No ❑NA If yes, attach a mitigation proposal.ctvEli <Form continues on back> JUN 19 2014 DCM WILMINGTON, NC MAY 212014 ..,., z"3;Y-..,:nh®j6f iliiimVk Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, dearly 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 Edgar and Barbara-Midgett Phone No. Address 1503 Rocky Run Road, Jacksonville, NC 28646 Name Troy, Robert, and Waiter Parker Phone No. Address 580 Turkey Point Road, Sneads Ferry, NC 28460 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. 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. Date 5JISl14f Print Name N&Ji2'e M/e0—ON 0%y5T0Z 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 ®DCM MP-4 Structures Information RECEIVED DCM WILMINGTON, NO MAY 917014a F - SU 4`, is a_f .A ST lr4 vv - .A i ,.. Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel (NLW or Canal Boat Basin Boat Ramp Rock Groin Rock Breakwater (excluding shoreline NWL) stabilization Length 7' 43' Width 41' 38' Avg. Existing -3.5' 4 NA NA Depth Final Project 6' 46' NA NA Depth 1. EXCAVATION a. Amount of material to be excavated from below NHW or NWL in cubic yards. 81 cy c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL ®None (ii) Describe the purpose of the excavation in these areas: Excavation below the normal water level is to remove the existing ramp and install the stone base for the new ramp ❑This section not applicable Type of material to be excavated. Existing concrete ramp, sand, organic muck d. High -ground excavation in cubic yards. 267 cy 12. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable I a. Location of disposal area. Concrete from the old ramp and unsuitable material will be hauled to the Onslow Couny Landfill c. (i) Do you claim title to disposal area? ❑Yes ❑No ®NA (ii) If no, attach a letter granting permission from the owner. e. (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL ®None (ii) Describe the purpose of disposal in these areas: b. Dimensions of disposal area. Unknown d. (i) Will a disposal area be available for future maintenance? ❑Yes ®No ❑NA (ii) If yes, where? I. (i) Does the disposal include any area in the water? []Yes ®No ❑NA (ii) If yes, how much water area is affected? JUN 18 2014 - r-,VED DCM W4LMINGTON, N( 11CM-MNn!'iTy ii"° fi...3�";., 4 a'a a' «; ,t �.u3 �v. tl . nrl _ 0) s y.n 2...,.6 2) 3. SHORELINE STABILIZATION ❑This section not applicable (if development is a wood groin, use MP-4 — Structures) a. Type of shoreline stabilization: b. Length: 68' & 68' []Bulkhead ❑Riprap ®Breakwater/Sill []Other: c. Average distance waterward of NHW or MAIL: 50' e. Type of stabilization material: Vinyl sheetpile g. Number of square feet of fill to be placed below water level. Bulkhead backfill _ Riprap Breakwater/Sill _ Other 1. Source of fill material. Width: 1' d. Maximum distance waterward of NHW or NWL: 50' f. (1) Has there been shoreline erosion during preceding 12 months? []Yes ®No [IRA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. 4. OTHER FILL ACTIVITIES ❑This section not applicable (Excluding Shoreline Stabilization) a. (1) Will fill material be brought to the site? ®Yes []No ❑NA b. (1) Will fill material be placed in coastal wetlands/marsh (CW), If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or n Amount of material to be laced in the water 124 other wetlands (WL)? If any boxes are checked, provide the (ii) P o number of square feet affected. (iii) Dimensions of fill area 43x38' (in water) ®CW 64 sf ❑SAV _ ❑SB _ (iv) Purpose of fill OWL _ ®None To bring site up to proposed grades, to make positive (ii) Describe the purpose of the fill in these areas: drainage, and to construct the ramp To construct the driveway access to the ramp a. How will excavated or fill material be kept on site and controlled? A temporary spoil area with a double row of sift fence c. (1) Will navigational aids be required as a result of the project? []Yes ®No ❑NA (11) If yes, explain what type and how they will be implemented. s/rs/a� Date' Turkey Creek Boating Access Area Project Name , , What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Excavator, dozer, backhoe, motor grader, roller, dump truck, pile driver, barge (potentially), crane (potentially) d. (i) Will wetlands be crossed in transporting equipment to project site? []Yes ®No ❑NA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. pictsf'L. o 5roN ST Z Applican ame 4? 47 AppligantSignatu RECEIVED DCM WILMINGTON, NO MAY 21 ?_0941 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 Boat ramp (x2), Floating dock, Breakwater/Groin, Parking Lot 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: Will be submitted and permit obtained prior to beginning work 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. 22.7% 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. 29.3% j. Describe proposed method of sewage disposal. There are no proposed restrooms or sewer services on the site 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). Stormwater will be discharged from the site via sheet flow as it currently does. No pipe outlets or concentrated discharge points are proposed. d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. +/- 53,000 sf (1.22 ac) f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for impervious surfaces. Concrete and asphalt pavement 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: The stormwater submittal will be made to Linda Lewis at the same time the CAMA submittal is made. 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 stonmwater design? ❑Yes ®No ❑NA If yes, attach appropriate documentation. RECEIVED RECEIVED DCM WILMINGTON, NO ri UN18% DC,k!A!r'D CITY 4k✓fd3G..1G vd'>t�3.9 a G..�. e. tlgp -.. x'i i..,) m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) There are no restroom or drinking water facilities proposed on the site o. When was the lot(s) platted and recorded? August 1970 slt<ltg Date Turkey Creek Boating Access Area Project Name NCtaxG - F'r 65-mom Applica Name � sf A Applicant Signature n. (1) 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 DCM WILMINGTON, NO MAY 21. 2014 wryl :sJt-v�3r�t... 3 .,�3U-4a. VA1;V ;: 3ai s'_a;i.�c,ea.: !,EGA.' e Form DCM MP-4 STRUCTURES (Construction within Public Trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. DOCKING FACILITY/MARINA CHARACTERISTICS a. (i) Is the docking facility/marina: ❑Commercial OPublicrGovemment ❑Private/Community []This section not applicable b. (I) Will the facility be open to the general public? ®Yes []No c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? []Yes ®No III)Number 1floating If yes: (Ili) Length 60' (floating) (ii) Number IN) Width 8' (Ili) Length (v) Floating ®Yes []No (iv) Width _ (v) Floating []Yes []No e. (i) Are Platforms included? []Yes ®No f. (i) Are Boatlifts included? []Yes ®No If yes: If yes: (it) Number (ii) Number _ (Ili) Length (Ili) Length (iv) Width (iv) Width (v) Floating ❑Yes ❑No Note: Roofed areas are calculated from dripline dimensions. g. (i) Number of slips proposed h. Check all the types of services to be provided. None - Temporary tie-up for loading/unloading only ❑ Full service, including travel lift and/or rail, repair or (ii) Number of slips existing maintenance service 0 ❑ Dockage, fuel, and marine supplies ❑ Dockage ('Wet slips') only, number of slips: _ ❑ Dry storage; number of boats: ® Boat ramp(s); number of boat ramps: 2 ❑ Other, please describe: I. Check the proposed type of siting: ❑ Land cut and access channel ®Open water; dredging for basin and/or channel ❑Open water; no dredging required ❑Other; please describe: k. Typical boat length: 20' m. (i) Will the facility have tie pilings? ❑Yes ®No (ii) If yes number of tie pilings? j. Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). Recreational boaters and fishermen - any boats thatmay be transported on a trailer JUN 18 2014 11C'W-` IUD CITY I. (1) Will the facility be open to the general public? ®Yes []No RECEIVED DCM WILMINGTOK NO Z DOCKING FACILITYINARINA OPERATIONS ®This section not applicable a. Check each of the following sanitary facilities that will be included in the proposed project. ❑ Office Toilets El Toilets Toilets for patrons; Number: _; Location: ❑ Showers ❑ Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. c. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled? e. (1) Give the location and number of"No Sewage Discharge" signs proposed. (ii) Give the location and number of "Pumpout Available" signs proposed. f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of? h. Give the number of channel markers and "No Wake" signs proposed. 1. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. j. What will be the marina policy on overnight and live -aboard dockage? k. Describe design measures that promote boat basin flushing? I. If this project is an expansion of an existing marina, what types of services are currently provided? m. Is the marina/docking facility proposed within a primary or secondary nursery area? ❑Yes []No RECEIVED DCM WILMINGTON, NC MAY 2120141 :�..� ot?a-iaa .. # 1[:3�•a��e„bA.�+t" : +n,w d s�a:cr3,r qn9:egas3a 2arx' sa_er:*, smvdsad: i91�'IGirz n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? ❑Yes ❑No o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB _ OWL ❑None p. Is the proposed madna/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 3. BOATHOUSE (including covered lifts) ®This section not applicable a. (1) Is the boathouse structure(s): ❑Commercial ❑PubliGGovernment ❑Private/Community (ii) Number (III) Length _ (iv) Width Note: Roofed areas are calculated from ddpline dimensions. 4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill) ❑This section not applicable a. (i) Number 2 (ii) Length 68' (iii) Width 1' 5. BREAKWATER (e.g., wood, sheetpile, etc.) ❑ This section not applicable a. Length 68' b. Average distance from NHW, NWL, or wetlands 50, c. Maximum distance beyond NHW, NWL or wetlands 50' 6. MOORING PILINGS and BUOYS ®This section not applicable a. Is the structure(s): ❑Commercial ❑PubliGGovernment ❑Private/Community a Distance to be placed beyond shoreline _ Note: This should be measured from marsh edge, if present. e. Arc of the swing 7. GENERAL b. Number d. Description of buoy (color, inscription, size, anchor, etc.) :MCENED RECEIVED JUN 18 2014 DCM WILMINGTON, INC £...i'.adk;"i E�CP C'.-W-4L)C'FIy-ec'P31'e "I ni') a. Proximity of structure(s) to adjacent riparian property lines 173'+/- to the west and 127'+/- to the east Note: For buoy or mooring, piling, use am of swing including length ofvesseL c. Width of water body 1200'+/- e. (i) Will navigational aids be required as a result of the project? ❑Yes ®No ❑NA (li) If yes, explain what type and how they will be implemented. b. Proximity of structure(s) to adjacent docking facilities. The nearest docking facilities are private docks approximately 210 ft to the northwest d. Water depth at waterward end of structure at NLW or NWL -6' at NWL & OTHER ®This section not applicable a. Give complete description: D Date Turkey Creek Boating Access Area Project Name p�GS'i®N fo'oigj'62 d NGu�G Appinme Applicant Signatur RECEIVED DCM WILMINGTON. NC MAY 212014 25:t-�a3i-�.t?43�3 e �*.e"�YPB��i,:�S"Y � Ja ava a3z::;a i 8b ae;n�:DGar rns.asr:4 d'�Vi.s ;�: E=:l:.t Jlia3 A -A NCGENR North Carolina Department of Environment and Pat MMO Governor May 29, 2014 Division of Coastal Management MEMORANDUM: TO: Renee Gledhill -Early Dept. of Cultural Resources Archives &History Z014 1 Natural Resources i; Jghfi E.Skvarla III FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator 400 Commerce Ave., Morehead'City, NC 28567 (Courier 11-12-09)' SUBJECT: LAMA / Dredge & Fill Major Permit Application Review Applicant: NGWRC Turkey Creek Boating Access Area G�ll-�t.6 Project Location: 619 Turkey Pt. Rd.,, adjacent to Turkey Creek, in Holly Ridge, Onslow County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by -June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 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 a objects to the project for reasons described in the attached comments. SIGNED DATE'3' 1 127CaremfDdveEA M?mir lmN1G2 5 Phone: 910.796-7215 k FAk: 910-395-39641ntemet v vrr .nccaasta mina � r.aet An E24 CVWWy I AC;mmAam En: ,Qyar JUN d 3 21t94 i &MR Pat McCrory North Carolina Department of Environment and Natural Resources Governor May 29, 2014 Division of Coastal Management MEMORANDUM: TO; Sammie Rogers LPO Onslow County John E. Skvarla, III Secretary FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557-(Coin-W) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: NCWRC Turkey Creek Boating Access Area Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 when appropriate, in-depth comments with supporting data is requested. REPLY: _7xv- 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 g@ency 1ec to the project for reasons described in the attached comments. SIGNED //Ir DATE Zcz I 127 Cardinal Drive Ext., Wilmington, NC 28405 Phone: 910-796.7215 \ FAX: 910395-3964 Internet. www.nccoastalmanaaement.net An Equal Opporbj*IAffinative Actim Empi%er NCDENR � l�eNe W North Carolina Department of Environment and Natural R Pat McCrory Governor May 29, 2014 Division of Coastal Management MEMO DUM: Georgette Scott Stormwater Section DEMLR - WiRO rE'VE MAY 19 1014 BY: / , l John E. Skvarla, III FI1O Secretary 70MF M: (1b Jonathan Howell, INC DENR-DCM Assistant Major Permits Coordinator VV o 400 Commerce Ave., Morehead City, INC 28557 (Courier 11-12-09) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: NCWRC Turkey Creek Boating Access Area Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 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. 560;2 /00-5/& /il / Zl�i2W This agency objects to the project for reasons described in the attached comments. SIGNED DATE r!o S 127 Cardinal Drive Ext., Wilmington, INC 28405 JUN 16 2014 Phone: 910-796-72151 FAX: 910-395-3964Internet: www.nccoastalmanacement.net An Equal Opportunity Affirmative Action Employer ACN-MnDC.ffV d WA r NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory John E. Skvarla, III Governor Secretary C iLA.oL 0Z.pL May 29,2014 �0qO ti JUN 2014 ` Division of Coastal ManagementWCENED MEMORANDUM: aHablIllit Ci TO: Maria Dunn `n NCWRC �61atL1 WaRO / WiRO FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: NCWRC Turkey Creek Boating Access Area Project Location: 619 Turkey Pt. Rd., adjacent to Turkey Creek, in Holly Ridge, Onslow, County Proposed Project: rehabilitation of 2 boat ramps and a parking area Please indicate below your agency's position or viewpoint on the proposed project and return this form to Jonathan Howell at the address above by June 21, 2014. If you have any questions regarding the proposed project, contact Jason Dail at (910) 796-7221 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 A DATE 6,--18-k) RECEIVED JUN 2 3 2014 127 Cardinal Drive Ext., Wilmington, NC 28405 Phone: 910-796-7215 \ FAX, 910-395-3964 Internet: www.nccoaslalmanaoemerri DCM-M M CITY An Equal opportunity 1 AHirrnative Action Employer ® North Carolina Wildlife Resources Commission Gordon Myers, Executive Director MEMORANDUM TO: Jonathan Howell, Assistant Major Permits Processing Coordinator Division of Coastal Management North Carolina Department of Environment and Natural Resources FROM: Maria T. Dunn, Coastal Region Coordinator Habitat Conservation Program DATE: June 18, 2014 SUBJECT: CAMA Dredge/Fill Permit Application for NC Wildlife Resources Commission, Turkey Creek BAA, Onslow County, North Carolina. Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the permit application with regard to impacts on fish and wildlife resources. The project site is located at 619 Turkey Point Road, adjacent to Turkey Creek in Holly Ridge, NC. Our comments are provided in accordance with provisions of the Coastal Area Management Act (G.S. 1I3A- 100 through 113A-128), as amended, Sections 401 and 404 of the Clean Water Act, as amended, and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.). The applicant proposes to rehabilitate the existing Turkey Creek Boating Access Area (Turkey Creek BAA) by removing the existing double ramps and fixed docks and regrading / repaving the existing drive and parking area. The new double ramp facility will have a centered floating dock and vinyl sheet pile breakwater walls on either side of the ramps. Water depths at the terminus of the ramp are proposed to be -6' NLW to achieve adequate ramp slope. It has been noted that this depth will eventually fill to the adjacent connecting water depths of -2.5' to - 3' NLW as the material stabilizes. Turkey Creek in this location is classified SA ORW by the Environmental Management Commission and is designated a primary nursery area (PNA) by the NC Division of Marine Fisheries. Our agency participated in an April 15, 2014 scoping meeting where the applicant presented the proposed project to state and federal agencies. At this time we discussed the project's location within a PNA and how new dredging in PNAs is not an allowable activity. It//EMD vision of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC ;?76Q9NI7 2014 Telephone: (919) 707-0220 • Fax: (919) 707-0028 JUU D DCM•MADCrrY CMDF_NCWRC Twkey Ck BAA Page 2 Jw 18, 2014 was determined that the project as proposed represents a maintenance activity and can be permitted. In -water work within PNA waters may have to adhere to a February 15 — September 30 moratorium. The project as proposed would not have to adhere to these dates due to minimal sediment and noise disturbance, but does need to have in -water ramp rehabilitation contained within a turbidity curtain. Avoidance of these dates would be appreciated. It should be noted that this activity is seen as maintenance and any future requests to remove material may be viewed as new dredging and would not be looked upon favorably by this agency. The NCWRC appreciates the opportunity to review and comment on this permit application. If you need further assistance or additional information, please contact me at (252) 948-3916 or at maria.dunnna ncwildlife.org ` ` RECBN TD JUN 2 9 2014 nCM-MIMCrry Recommendations for State Permit — NCWRC Turkey Point Boat Ramp Square footage of dock calculated as follows: 8' x 60' Floating access pier 480 ft.z JUN 0 2 20% Shoreline Length = 386' 2,000 ft.' Allowable UCMMHDCY[Y It is the staff's recommendation that the proposal to construct a public boating access area with driveways, parking areas, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be CONSISTENT with the Rules of 15 NCAC 7H.0206 (d) Use Standards for Estuarine Waters, and Rules of 15 NCAC 7H.0207 (d) Use Standards for Public Trust Areas, Rules of 15 NCAC 71-1.0208 (b) Specific Use Standards. It is staff s recommendation that the proposal to fill coastal wetlands is CONSISTENT with the Rule in 15 NCAC 7H.0205 (a) (d) which states "Use Standards. Suitable land uses are those consistent with the management objective in this Rule. Highest priority of use is allocated to the conservation of existing coastal wetlands. Second priority of coastal wetland use is given to those types of development activities that require water access and cannot function elsewhere." The justification for considering the proposed coastal wetlands fill as consistent with the above mentioned Ruling is due in part to the site setting, as well as the historical use of the facility. Based on the plans submitted the applicant is planning to roughly stay within the same footprint as the existing facility, with the only expansion being the proposed breakwater walls. It is the staffs recommendation that the proposal to construct a public boating access area with driveways, parking area, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be CONSISTENT with the Rules of 15 NCAC 7H.0208 (b) (6) (A) Specific Use Standards for Piers and Docking Facilities states "Piers shall not exceed six feet in width. Piers greater than six feet in width shall be permitted only if the greater width is necessary for safe use, to improve public access, or to support a water dependent use that cannot otherwise occur." The applicant has stated that the need for piers wider than six feet is to aid both boaters with disabilities and the general public; the width of the piers is consistent with previously permitted boating access area improvements. It is the staff s recommendation that the proposal to construct a public boating access area with driveways, parking areas, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be CONSISTENT with the Rules of 15 NCAC 71-1.0208 (b)(6)(B) Specific Use Standards for Piers and Docking Facilities states "the total square footage of shaded impact for docks and mooring facilities (excluding the pier) allowed shall be eight square feet per linear foot of shoreline with a maximum of 2,000 square feet. In calculating the shaded impact, uncovered open water slips shall not be counted in the total. Projects requiring dimensions greater than those stated in this Rule shall be permitted only if the greater dimensions are necessary for safe use, to improve public access, or to support a water dependent use that cannot otherwise occur. Size restrictions shall not apply to marinas." The proposed project is the development of a public boating access area and the applicant has stated that the proposed dimensions are necessary to provide access to both boaters with disabilities and the general public. It is the staff s recommendation that the proposal to construct a public boating access area with driveways, parking areas, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be CONSISTENT with the Rules of 15 NCAC 7H.0208 (b)(6)(G) Specific Use Standards for Piers and Docking Facilities states, "pier and docking facility length shall be limited by: (i) not extending beyond the established pier or docking facility length along the same shoreline for similar use; (This restriction does not apply to piers 100 feet or less in length unless necessary to avoid unreasonable interference with navigation or other uses of the waters by the public); (ii) not extending into the channel portion of the water body; and (iii) not extending Recommendations for State Permit — NCWRC Turkey Point Boat Ramp — Page Two more than one-fourth the width of a natural water body, or human -made canal or basin. Measurements to determine widths of the water body, canals or basins shall be made from the waterward edge of any coastal wetland vegetation that borders the water body. The one-fourth length limitation does not apply in areas where the U.S. Army Corps of Engineers, or a local government in consultation with the Corps of Engineers, has established an official pier head line. The one-fourth length limitation shall not apply when the proposed pier is located between longer piers or docking facilities within 200 feet of the applicant's property. However, the proposed pier or docking facility shall not be longer than the pier head line established by the adjacent piers or docking facilities, nor longer than one-third the width of the water body." The proposed access pier would extend approximately 80 feet waterward of the proposed NHW boundary and does not appear to extend beyond the established pier head line of the piers immediately to the north. It is the staffs recommendation that the proposal to construct a public boating access area with driveways, parking areas, boat ramp with stabilization walls (breakwaters) and floating access pier appears to be CONSISTENT with the Rules of 15 NCAC 7H.0209 (d)(2) which states "within the Coastal Shorelines category (estuarine and public trust shoreline AECs), new development shall be located a distance of 30 feet landward of the normal water level or normal high water level, with the exception of the following: (A)Water- dependent uses as described in Rule 07H .0208(a)(1) of this Section." The proposed boat ramp approach is considered a water -dependant use and would be located within 30 feet of the NHW boundary. The proposed kiosk would be installed consistent with other pile supported information signs through the State, and as seen at multiple public boat ramps. This office has no objections to the proposal construct a public boating access area with driveways, parking areas, kiosk, boat ramp with stabilization walls (breakwaters) and floating access piers. Any permit issued should include the following conditions: The alignment of the proposed breakwater and ramp shall be staked by a representative of the Division of Coastal Management (DCM) within a maximum of thirty (30) days prior to the start of construction. Failure to initiate construction within thirty (30) days, or erosion of the shoreline by adverse weather conditions, will require the alignment to be re -staked by DCM within a maximum of thirty (30) days prior to the new expected start of construction. 2. The Division of Environmental Management (DEM) approved this project under stormwater management rules of the Environmental Management Commission on . Any violation of or deviation from the plan approved by the DEM will be considered a violation of this CAMA permit. 3. The boat ramp stabilization walls must be constructed prior to any backfilling activities. 4. The boat ramp stabilization walls must be structurally tight so as to prevent seepage of backfill materials through the structure. 5. The boat ramp stabilization walls must be solid and constructed of treated wood, concrete slabs, metal sheet piles, or other suitable materials approved by Department personnel. No excavation is permitted, except for that which may be required for the construction of the boat ramp stabilization was, boat ramp, piers, etc. 6. The fill material shall be clean and free of any pollutants, except in trace quan�ties. Metal products, rJu organic materials, or unsightly debris will not be used.N 0 2 2014 ACM -MAP Cny Recommendations for State Permit — NCWRC Turkey Point Boat Ramp — Page Three 7. All backfill material shall be obtained from a highground source and shall confined behind a turbidity curtain and boat ramp stabilization walls. 8. The temporary placement or double -handling of excavated or fill materials within waters or vegetated wetlands is not authorized. 9. No excavated or fill material shall be placed at any time, in any marsh or surrounding waters, outside of the alignment of the fill area indicated on the work plat(s). 10. No sewage, whether treated or untreated, shall be discharged at any time from boats using the facility. Any sewage discharge at the facility shall be considered a violation of this permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence of the permitted structure. 11. This permit authorizes only the docks, piers, and other structures and uses located in or over the water that are expressly and specifically set forth in the permit application. No other structures, whether floating or stationary, may become a permanent part of this facility without permit modification. No non -water dependent uses of structures may be conducted on, in, or over public trust waters without permit modification. 12. No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. 13. The authorized structure and associated activity must not cause an unacceptable interference with navigation. 14. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. 15. This permit does not authorize the interference with any existing or proposed Federal project, and, the pemuttee will not be entitled to compensation for damage to the authorized structure or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 16. In order to protect water quality, runoff from the construction must not visibly increase the amount of suspended sediments in adjacent waters. NOTE: The permittee shall maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the project without having the permit transferred to a third -party. NOTE: Future development on the permittee's property may require a modification of this permit. Contact a representative of this Division at (910) 796-7215 prior to commencement of any such activity for this determination. RECEIVED NOTE: Permanent reflectors should be attached to the floating dock in order to T,DCU-MHDCrrY it more visible during hours of darkness or inclement weather. UN 0 2 2014 Pat McCrory Governor NCDENR North Carolina Department of Environment and Natural Resources July 3, 2014 MA. 1� �� John E. Skvarla, III Secretary. DWR Project # 2014-0567 Onslow County NC Wildlife Resource Commf,�A"�5tsioii� ' r Attn: Preston Royster As c� 4 PERM IT .1718 HC HWY 56 W Creedmoor, NC 27522 Subject Property: Turkey Creek Boating Area Access, Holly Ridge Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Royster: You have our approval, in accordance with the attached conditions and those listed below to remove and replace the existing concrete boat ramps and fixed docks, dredge the.area for the boat ramps, improve the existing parking, area and construct two vertical breakwaters, as described in your CAMA application dated May 29, 2014 and received by the Division of Water Resources (DWR) in the Wilmington Regional Office (WiRO) on May 29,,2014 and subsequent information received onJuly '3, 2014.: After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number 3883 (GC-3883). This Certification allows you to use the General Permit 198700056 and Nationwide Permit. 3 (NW3) when issued by the US Army Corps of Engineers and the CAMA Major Permit when issued by the Division of Coastal Management. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non -discharge, and stormwater regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the General Permits or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the.new owner must be given a copy of this General Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed on the following pages. The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: 127 Cardinal Drive Ext., Wilmington, Nonh Carolina 28405 Phone: 910-796-72151Internet: www.ncdenr.gov An Equal Opportunity WfirmaliveAclion Employer— Made in part by rMcied'Daper NC Wildlife Resource Commission Attn: Preston Royster July 3, 2014 DW R Project # 2014 0567 Page 2 of 4 Amount Approved (Units) Plan Location or Reference Open Waters filled & dredged (shallow bottom) boat ramp 1,600 sq ft (0.0367 ad Impacts Plan Sheet SD-2.OA (attached) Coastal wetlands 64 sq ft (0.0015 ac) Impacts Plan Sheet SD-2.OA (attached) 404/401 wetlands N/A 2. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 3. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and General Certification and is responsible for complying with all conditions 4. Turbidity Standard The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in 15 A NCAC 2B..0221. Appropriate sediment and erosion control practices must be used to meet this standard. Turbidity curtains s hall be used as appropriate. Please notify this Office if any turbidity Issues arise at 910.796.7215 S. Any final construction plans for this project must include or reference the application and plans approved by the DWR under the authorization letters and certifications. The applicant shall require their contractors (and/or agents) to comply with all of the terms of this Certification, and shall provide each of its contractors (and/or agents) a copy of this Certification 6. All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and wetlands from hydrocarbons or other potential toxic chemicals. In the event of a hydrocarbon or chemical spill, the permitee/contractor shall immediately contact the Division of Water Quality, between the hours of 8 am to 5 pm at the Wilmington regional office at 910.796.7215 or Steve Lewis at 919.807.6308 and after hours and on weekends call the USCG National Response Center at 1.800.424.8802. Fueling, lubrication and general equipment maintenance should not take place within 50 feet of a waterbody or wetlands to prevent contamination by fuel and oils. NC Wildlife Resource Commission Attn: Preston Royster July 3, 2014 . DWR Project q 2014 0567 Page 3 of 4 8. This General Certification shall expire on the same day as the expiration date of the corresponding General Permit. The conditions in effect on the date of issuance of the Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration of this Certification. Continuing Compliance: 9. The applicant/permitee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with 303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal law. If the Division determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, than the Division may reevaluate and modify this General Water Quality Certification. 10. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. If you wish to contest any conditions in the enclosed certification (associated with the approved wetland or waters impacts) you must file a petition for an administrative hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within thirty (30) days of receipt of this notice. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:00 am and 5:00 pm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed -provided the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 Telephone: (919)-733-2698, Facsimile: (919)-733-3478 NC Wildlife Resource Commission Attn: Preston Roysfer July 3, 2014 DWR Project# 2014 0567 Page 4 of 4 A copy of the petition must also be served on DENR as follows: Lacy Presnell, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699-1601 This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the, review of the Division of Water Resources under Section 401 of the Clean Water Act. If you have any questions, please telephone Jennifer Burdette inthe Central Office in Raleigh at 919.807.6364 or by e-mail Jennifer.Burdette@ncdenr.aov or Joanne Steenhuis in the DWR Wilmington Regional Office 5at910.796.7306 or by e-mail Joanne.Steenhuis@ncdenr.eov. Sincerely, 4Y, Jim Gregson, Regional Supervisor Water Quality Regional Operations Section Wilmington Regional Office Division of Water Resources, NCDENR Enclosures: GC3883 Certificate of Completion cc: Ronnie Smith - USACE Wilmington Regulatory Field Office Jennifer Burdette_- DWR 401 Wetlands and Buffers Unit Jonathan Howell - DCM Morehead City —electronic copy Jason Dail - DCM Wilmington WiRO Howell, Jonathan From: Smith, Ronnie D SAW [Ronnie.D.Smith@usace.army.mil] Sent: Thursday, June 05, 2014 2:40 PM To: Howell, Jonathan; Dail, Jason Cc: Steenhuis, Joanne Subject: Turkey Creek BAA (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE The AID # for this project is 2014-00433 and it will be processed as a GP 291. Ronnie D. Smith Project Manager US Army Corps of Engineers Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington, North Carolina 28403-1343 Phone: (910) 251-4829 Fax: (910) 251-4025 Email: ronnie.d.smith(dusace.army.mil We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: http://regulatory.usacesurvey.com/. Thank you for taking the time to visit this site and complete the survey. Classification: UNCLASSIFIED Caveats: NONE 1 9 North Carolina Wildlife Resources Commission Gordon Myers, Executive Director May 15, 2014 N.C. Division of Coastal Management Wilmington Headquarters 127 Cardinal Drive Wilmington, NC 29405 Re: Turkey Creek Boating Access Area Onslow County To Whom It May Concern, Please find this letter as the statement of compliance (MP-1, Item 6k) for the Turkey Creek Boating Access Area. The purpose of NCGS l 13A 1-10 is to ensure beneficial use of the State's natural resources without damage to the environment. The Turkey Creek BAA project is in compliance with this General Statute. The project involves the renovation of an existing boating access area and utilizes a stormwater management plan that meets or exceeds the minimum requirements set forth by the State of North Carolina Division of Water Resources. If you have any questions or comments, please do not hesitate to call me at (919) 707-0376. Sincerely, North Carolina Wildlife Resources Commission l� r, PE Facilities Construction Engineer rAECENEp rN 0 2 2014 DCM•MHDCIW, CEIVED DCM WIIMINGTON, NO Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699 17 02 1 20141 Telephone: (919) 707-0150 MAY 9 North Carolina Wildlife Resources Commission Gordon Myers, Executive Director May 15, 2014 Jason Dail N.C. Division of Coastal Management 127 Cardinal Drive Wilmington, NC 28405 Re: Turkey Creek Boating Access Area — CAMA Major Permit Submittal Onslow County Mr. Dail, Please find the CAMA Major Application submittal package for the proposed Turkey Creek Boating Access Area project. Included with this package are: • One set of plans • Original CAMA Major Permit Application • Supplemental letter for Application MP-1, item 6k • Copy of Deed • Project Narrative • Verification of electronic fee transfer for $400 The stormwater submittal will be submitted to Linda Lewis with NC Division of Energy, Mineral and Land Resources within the next week. After reviewing this submittal, please let me know if you need any additional information. Once the application is accepted, please let me know the start date of the review process. If you have any questions or comments about this submittal package or the design, please do not hesitate to call me at (919) 707-0376. Sincerely, North Carolina Wildlife Resources Commission Aw� yA Preston n RECIMD Facilities Construction Engineer 4, JUN 0 2 2014 DCM MHD CITY RECEIVED DCM WILMINGTON, NC Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 279Aj "q(t 2014. Telephone: (919) 707-0150 Turkey Creek BAA Pr,),)f-,rtv hound: delineation of waters edge b iT A 62.5 Z'- The wetland and waters edge boundaries tPf*K*&*Dwn or this Qr#W9mWuftth1c U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2014-00433 County: Onslow U.S.G.S. Quad: Sgicer Bay NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Agent: Mr. Preston Rooster North Carolina Wildlife Resources Commission Address: 1718 NC Hwy 56 W Creedmoor, North Carolina 27522 Telephone No.: Property description: Size (acres) —2 5 Nearest Town Sneads Ferry Nearest Waterway Spicer Bay River Basin White Oak USGS HUC 03030001 Coordinates N 4.494939 W-77.464786 Location description: Turkey Creek BAA. The property is adjacent to Snicer Bay and is located at the end of Turkey Paint Road. in Sneads Ferro. Onslow County, North Carolina. Indicate Which of the Followine Aaaly: A. Preliminary Determination _ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. Approved Determination _ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC 4 1344). Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification. We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our present workload, the Corps. may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. JUN 0 2 2014 The waters of the U.S. including wetlands have been delineated and surveyed and are accuralply depicted on the plat signed by the Corps Regulatory Official identified below on. Unless there is a change in the law 499$VW regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described project area which are subjeq,)bg.ED permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in thDe� I INGTON, NO MAY 21 2014, published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. X The nroperty is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Manaeement in Wilmington. NC at (910) 796-7215 to determine their reauirements. Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Ronnie Smith at 910-251-4929. C. Basis For Determination This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and is adincent to Spicer Bay and an unnamed tributary of Spicer Bay. Spicer Bav and the unnamed tributary are subject to the ebb and flow of the tide and are navigable waters of the United States pursuant to the policies and criteria set forth in 33CFR part 329. D. Remarks The wetland boundary was identified with pink ribbon. The delineation consists of 18 flags labeled Wl — W19. The delineation does not include a flag labeled W6. E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated In B.above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: District Engineer, Wilmington Regulatory Division Attn: Ronnie Smith, Project Manager, Wilmington Regulatory Field Office 69 Darlington Ave Wilmington, North Carolina 28403 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you decide to submit an RFA forts, it must be received at the above address by May 9.2014. correspondence." is not necessary to submit an RFA form to the District do not object to the determination in this correspondence.•i Corps Regulatory Official: Ronnie Smith Date: March 11, 2014 Expiration Date: May 11, 2019 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://pet2.nwp.usace.army.miVsurvey.html to complete the survey online. RECEIVED JUN 0 2 2014 RECEIVED DCM WILMINGTON,NC MAY 21 2014) DC.M.1erm r1Ty NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND " REQUEST FOR APPEAL Applicant: North Carolina Wildlife Resources File Number: SAH-2011-00433 Date: March 11.2014 Commission i _ Attached is: See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A PROFFERED PERMIT Standard Permit or Letter ofpermission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at http://www.usace.anny.mil/inet/functions/ew/cecwo/re or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this n RECEIVED RECEIN�ID DCM WILMINGTON,I ,L JUN 0 2 2014 MAY 212014, DCM-MHD CITY E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to resoond to the Corps re zardine the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDIl70NAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. OR INFORMATION: If you have questions regarding this decision and/or the appeal process you may contact: District Engineer, Wilmington Regulatory Division, Attn: Ronnie Smith 69 Darlington Avenue Wilmington, North Carolina 28403 910-251-4829 If you only have questions regarding the appeal process you may also contact: Mr. Jason Steele, Administrative Appeal Review Officer CESAD-PDO U.S. Army Corps of Engineers, South Atlantic Division 60 Forsyth Street, Room I OM IS Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 IRIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of anv site investieation. and will have the onnortunity to narticinate in all site investigations. Telephone number: of appellant or For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Ronnie Smith, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 RECEpBp JUN 0 2 2014 DCM-2atRD CITY RECEIVED DCM WILMINGTON, NO MAY 212014 rA Proiect Narrative Project Information: Date: 5/15/2014 Turkey Creek Boating Access Area Onslow County Engineer: Preston Royster, PE North Carolina Wildlife Resources Commission 1718 NC Hwy 56 W Creedmoor, NC 27522 Project Summary: The Turkey Creek Boating Access Area project is located at 619 Turkey Point Road in Holly Ridge, NC. The existing parcel is approximately 2.49 acres and currently consists of an existing boat ramp and associated parking lot owned by the NC Wildlife Resources Commission. This project will involve the renovation of the existing ramp and parking lot. This will include the removal of the existing concrete ramp and fixed docks. Two new 15' wide concrete ramps with an 8' wide floating dock will be installed in its place. Vinyl breakwater walls are proposed to minimize the impacts on the adjacent shoreline and wetlands. In addition, the existing gravel parking lot will be renovated and paved to formalize and delineate parking for trailer and single vehicles and ADA accessible parking will be added. Turkey Creek adjacent to the site is classified as SA;ORW. A stormwater redevelopment exclusion will applied for on this site. Impervious Surface Calculations: The total site area above the normal water elevation and excluding CAMA wetlands is approximately 1.99 ac (86,475 sf). As the site currently exists, there is approximately 25,563 sf (29.56%) of impervious surface on the site. The majority of this impervious surface is a gravel parking lot. The stone that makes up the lot consists of well -graded material with lots of fines similar to ABC or crusher run. The stone is also well compacted since it has been in place for several years. As such, this parking lot is considered to be impervious since the in -place stone does not match the current definition of gravel. The current rule that considers gravel to be pervious defines it as clean, uniformly -graded aggregate. All of the impervious surface on the site has been in place for many years based on aerial photos. The parking lot and ramp were constructed around 1970, so it was in place prior to the effective year for stormwater treatment, 1988. Following development of the site, we are proposing to install 25,377 sf (29.350/0) of impervious surface. As a result, the proposed development results in a net decrease in impervious area of 186 sf. In addition, no new concentrated outlets are proposed, and no RECEIM DECEIVED DGM WILMINGTON. NO JUN 0 2 2014 MAY 21 Z0141 DCA! TIDCITY �,y •i �, � ',e� ,. if � •� � � �. a , . r .. .. i� .. ry P q .� .14 new impervious surface is proposed to be installed closer to the water than currently exists (with the exception of the ramp itself). Dredging: No dredging is proposed for this project outside of the boat basin (between the breakwater walls). Grading: The total amount of earthwork for this project will be minimal. Minimal elevation changes will be needed to provide positive drainage. Spoil from the ramp excavation will either be used on site (if suitable) or hauled to an offsite spoil area. We are planning to use the Onslow County Landfill unless another site is found prior to the start of construction. If another site is found, we will inform DCM and submit the necessary information to obtain approval to use the site. The total disturbed area of this project is yet to be determined. Upland Excavation and Earthwork: The upland excavation is to reach the proposed subgrade for the drive aisles and parking lot. Additional excavation may be required due to unsuitable soils. However, this will not be known until construction begins. Excavation quantities are unknown at this point. Excavated soil will be used on the site if possible. Off -site soil may need to be transported to the site to bring it up to the proposed grades and to provide positive drainage. Existing Stormwater Conditions: The existing site has no existing stormwater controls. The runoff currently sheet flows into the wetlands on the south and east sides of the site. Proposed Stormwater Conditions: No stormwater BMP's, pipes, or concentrated outfalls are proposed with this project. The intent is to maintain the sheet flow drainage patterns that currently existing on the site. RECEM JL 0 2 2014 DCM•Mo ury RECF1VE-- DCM WILMINGTON,NC MAY 2120141. I Ramps/Docks: The proposed project includes the construction of two — single lane launch ramps. Each lane will be 15' wide, for a total of 30'. There will be an 8'x60' floating dock between the ramps. Wetlands: The 404 wetlands were delineated by the US Army Corps of Engineers on March 11, 2014. The CAMA wetlands were delineated by DCM staff in February 2014. As the project is currently designed, fill will be placed in approximately 100 sf of CAMA wetlands. No fill is proposed in the 404 wetlands. RECfiIVEt? JUN 0 2 2014 IDCrA=*A1fBt lTY RECEIVED DCM WILMINGTON, NO MAY 212014 SENDERi COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY 0 Complete Items 1. 2, and 3. Also complete A Signature item 4 if Restricted Delivery is d6sired. X El Agent IS Print your name and address on the reverse E3 Addressee, so that we Can return the card to you. U Attach this card to the backOf the mailplece, eceived by (P 'd me) C.D eofD I • or on the front if space permits. r e'V'1 1.ArticleAddressedto: MIsdeiveryaddressdiftfferent m ttem 12 ❑Yes If YES; enter delivery address beidwt 0 No Py' KDMLW- AN-,--, WATIZPAR:Kir r- Key I Yrl 3: ServiceType 13 Certiffed Mail U Registered 13,Express Mail El Returb Receipt for Merchandise, 13 Insured Mall EJ C.O.D. f 4. 'Restricted Delivery? (Extra Fee) Ej -1, yes 77 2.1 j76- 7011 29170 :GdbO. 3 �979 PS Form 3811, February 2 1 004 Domestic Return Receipt 6 '-' ■. Completeitems 1, 2, and 3. Also complete, . Si et -re item`4 if Restricted Delivery is desired. ❑Agent 4, .■ .Print your name and address on the reverse • - so that we can return the card to you: - dresses ■ Attach this card to the back of the mailpiece; a Receive by (Printed , me) . D to of Delivery.. or on the front If spacepermits. 1. Article Addressed to: D. Is del' ryaddress different fro item 1? ❑Yes _ It YES, enter delivery address below: ❑ No I �D(1ARD BAttf3Affa1 MIi�1iEIT _.,'�' Ko3 ?SR, -key Pvtj KD E ,f(>er-CVP4VI*LX� ,NIL azai46 3. Service Type _. . - � Certified Mall ❑Express Mall ❑ Reptstered ❑Return R'ecelpt for Me¢handlsa �{ ' - ❑insured Mail ❑ C:O.D. + Restricted Delivery? (Extra Fee) p yes 2 At: m 7,011 2970, 0000 3763 1962 PS Fomt 31111,, Pebru.2004 I ,ary ,Domestic Return Receipt • 102595m02-M•1540 ). . Y Akv *_ WA 6;' CI'11� North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Governor May 28, 2014 North Carolina Wildlife Resources Commission Attn: Preston Royster 1718 NC Highway 56W Creedmore, NC 27522 Dear Mr. Royster: John E. Skavada, III Secretary The Division of Coastal Management hereby acknowledges that on May 21, 2014, we received your completed application (with exception of the signed certified mail receipts) for State approval for the development of property located at 619 Turkey Point Road, adjacent to Turkey Creek and Stump Sound, in Holly Ridge, Onslow County. The projected deadline for making a decision on your permit application is August 5, 2014. 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 May 21, 2014, 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. erely, A. Dp ield Representative cc: Jonathan Howell, DCM Ronnie Smith, USACOE Sammie Rogers, Onslow County, LPO 1tECENED rJU N 0 2 2014 127 Cardinal Drive Ext., Wilmington, NC 28405 Phone: 910-796-72151 FAX: 910-395-3964 Internet: www.nocoastalmanagement.net DCM•MtillCrrY An Equal Opportunity 1 Affirmative Action Employer NOTI(ol$170A v' AMA PERMIT '� � w mow■ ■mow ��w Rd., adjacent to Onslow County. APPLICANT: • 11 .I • 1 Attn-Prestan Raystiaw 1718 I ■ 4lllpslir-Ai FOR MORE DETAILS CONTACT ■t.■ VQI M••■O■ Y•• GAL. Cq k ,State of WoO4 (Qarolinit . ogsl.ou. _ _ _ _ goutq THIS DEED, Made this 4th day or August, 1970, M Julius B. Parker and wife, Ethel S. Parker, of Onslow County and State of North Carolina, of the first part, to State of North Carolina, ra f1o®t7cxxakiitseaefrmfe,mbcYlmiva, of the second part: WITNESSETH, That said parties of the first part for and in consideration of Ten ($10.00) Dollars and other valuable considerations -----------------------Daf9wa, to them paid by said part y of the second part, the receipt of which is hereby ac- knowledged, ha ve bargained and sold, by these present do bargain, sell and convey to said successors party of the second part its I I and assigns a certain tract or parcel of land in Stump Sound Township, Onslow County, State of North Carolina, bounded as follows, viz: /Beginning at a concrete monument in the eastern right of way line of SR No. 1530, said beginning point being located south 52 degrees 10 minutes east 30 feet from a point in the center of the aforesaid road, which point in the center of SR No. 1530 is located in a somewhat southwestwardly direction 4,111.5 feet from the center of SR No. 1529 when measured along and with the center of SR No. 1530; thence from the beginning and running south 52 degrees 10 minutes east 157 feat t a concrete monument; thence south 21 degrees 30 minutes west 330 feet to en iron pipe in the center of a mosquito control ditch; thence along and with the center of the mosquito control ditch south 10 degrees 25 minutes west 117 feet, south 26 degrees 30 minutes west 106 feet, south 47 degrees 15 minutes west 79 feet to another iron pipe; thence following along and with the shoreline of Turkey Creek Bay north 15 degrees 50 minutes west 118 feet, north 30 degrees 15 minutes east 63 feet, north 40 degrees 30 minutes west 41 feet, south 74 degrees 30 minutes west 39 feet, north 45 degrees 35 minutes west 17 feet, north 20 degrees 25 minutes west 68 feet, north 24 degrees 30 minutes east 40 feet, north 37 degrees 00 minutes west 49 feet, north 20 degrees 00 minutes east 44 feet to a concrete monument; thence leaving the shoreline and running along the eastern right of way. line of SR No. 1530 north 37 degrees 50 minutes east 362 feet to the beginning, and containing 2.7 acres by actual survey of Roscoe Sandlin, Registered Surveyor. ?, 4 RBCEtvEn DCM JUN 0 2 2014 MAY 212014, I)CM=Ni[fD C1TY NO TO HAVE AND TO HOLD the aforesaid tract or parcel of land, and all privileges and appur- successors tenances thereto belonging to the said part y of the second part its / )bob=and assigns in fee simple, forever. And the said part ies of the first part for themselves, their heirs, assigns, axe - successors colors and administrators, covenant with said part y of the second part its / *eivs and assigns, that they are seized of said premises in fee, and have the right to convey the same in fee -simple; that the same are free and clear from all encumbrances, I RECEIVED DCM W and they will warrant and defend the said title to the s' tinst the lawful Aima 1 of all persons whomsoever. i' ,N O 2 2014 MAY d]V R(diWi%i11<FY 1 201: NO IN TESTIMONY WHEREOF, The maid part ies of the first part have hereunto set their 0 hands and seal the day and year above written. _ ..............(SEAL) ✓JuCliva B, Pa -yJj- g hs arficei ----'—"'..(SEAL) .... .._---------`------.._..---..------'-'-'----(SEAL) Attest:..... .....-_.... _.._._.. . - .-...-... .. -(SEAL) i NORTH CAROLINA, UNSLt1W County. I, A1tL..P nG ., �.1 .,.��-y--,�_ ri NOTARY PUBLIC In and f r the said County and State do hereby certify that JULIUS B. PARKER and ETHEL S. PARKER, his wife, personally appeared before me this day and acknowledged the due execution of the foregoing deed of convey nce, Witness my hand andnotarial seal this :� day of'-IJ� --Q '4✓19 �20. My commission expires i/ day of NORTH CAROLINA, / County. I, , a in and for said County and State do hereby certify that personally appeared be- fore me this day and acknowledged the execution of the foregoing instrument, for the purpoxo therein expressed. Witness my hand and seal this day of , 1p ----......(SEAL) My commission expires day of , 14 , ri N�N 0 2 2014 DCM iA);Y t 12014, NO NORTH CAROLINA, County. This day of 19 , personally came before me t . who, being by me duly sworn. says that he is of the and that the seal affixed to the foregoing instru- ment in writing is the corporate seal of said corporation, and that said writing was signed and seal- j ed by him in behalf of said corporation by its authority du$, given. And the said I acknowledged the said writing to be the act and deed of said corporation.'. Witness my hand and official seal, this day of , 19 (SEAL) STATE OF NORTH CAROLINA, ONstjjpp��w (''nn NTr. The rureguing cerlificade of is certified to be correct. This instrument was presented for registration this day and hqour and I duly recorded in the office of the Register of Deeds of Onslow County, N. C. in Book / "� Page O r7 .�I This day of �//�� 'LY , A.D., 19 / Out o'clockoloM. By l` ReYistcr of Ueeds Assistant Register of Deeds j w is F w qj y -o zsi a •9 Ak F a� wp z [n i U 4 RECEIVED JUN 0 2 2014 DCM-Mm erry �N, NC 1 2014) ADJACENT RIPARIAN LANDOWNERS STATEMENT General Statute 113-229 requires that riparian landowners with property adjoining a proposed excavation and/or fill project be given thirty (30) days in which to comment on the project. This form allows the adjacent riparian landowner to express either: 1) objection to the project 2) no objection to the project and the desire to waive the right to the 30-day period so that application processing can progress more rapidly. The adjacent riparian landowner may also choose to not sign the form at all. I, r ke r am an adjacent riparian landowner and have seen a copy of the plans submitted by The North Carolina Wildlife Resources Commission dated May 15, 2014, wherein said applicant requests a permit to excavate, fill, or otherwise alter the land or water adjacent to my property. IN I have no objection to the project as presently proposed and hereby waive the right of objection as provided in G.S. 113-229. ❑ I have objections to the project as proposed and comments are attached of adjocent riparian Forward comments to: Mr. Jason Dail INC Division of Coastal Management 127 Cardinal Drive Extension Wilmington, NC 28405 RECEWED JUN 0 2 2014 DCM MHD CITY -N -/� date RECEIVED DCM WILMINGTON, NC MAY 2 8 2014 ,. �' A;, .�• ■ Complete items 1, 2, and 3. Also complete A> item 4 If Restricted Delivery is desired. X ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: ''(II�^1, K�TScza; ANC wAl�� F 5ed Tur Kt'( Pt. zi> L by C. ❑ Agent Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No y t4 L L b 3. Service Type 0 Certified Mail 0 Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mall ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2 7011 2970 0000 3763 1979 PS Form 3811, February 2004 Domestic Return Receipt 102Rr17.-rk1,Ma • Complete items 1, 2, and 3. Also complete A. S� item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. B R, ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is EDGA.R A+D BAxlk;i- M,U6rTt" K03 Y"K-WY VOt" K17 .TwIcPtyVltlky NG Zgt+{b F JU�N 1► � 204 rrY �J- O Agent vedby (Pnnfec ry4me) / C. Dbte of L �Lq� _ Oy address different fr4 kern 1? ❑ yes S, enter delivery address below: ❑ No riLCE- ED DW VlILMINGTON, NC 3. Service Type ❑ Certified Mall ❑ Express Mat ❑ Registered ❑ Return Receipt for Merctxrdse ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. N. 7011 29711 0000 3763 1962 PS Form 3811, February 2004 Domestic Return Receipt 10259502d,1.1540 RECEIVED J, 0 2 2014 DCM-MHO CITY e7M w= NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory, Governor John E. Skvarla, III Secretary May 29, 2014 Advertising@stamewsonline.com 2 Pages Star News Legal Advertisement Section Post Office Box 840 Wilmington, North Carolina 28402 Re: Division of Coastal Management Major Public Notice: • NCWRC-Turkey Creek / Onlsow County • River Run Plantation / Brunswick County Kyle & Heather: Please publish the attached Notice in the Saturday, May 31, 2014 issue. The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Divison of Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by Credit Card (number on file with Elsa Lawrence, Ref acct # 796-7215). Please send a copy of the credit card receipt to me. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Wilmington office. Sincerely, ha�Ps n Permit Assistance & Customer Service Division of Coastal Management cc: WiRO Jonathan Howell - MHC DCM Ronnie Smith - USACE Michele Walker- DCM RECEIVED JUN 0 2 2014 127 Cardinal Ddve Ext., Wilmington, NC 28405 DCN[ 1d1iDCTrY Phone: 910-796-7215 \ FAX: 910.395-39641ntemet: www.nccoastalmanagement.net An Equal Opportunity \ Affirmative Mon Employer NOTICE OF FILING OF APPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environment and Natural Resources hereby gives public notice as required by NCGS 113A-119(b) that the following applications were submitted for development permits in an Area of Environmental Concern as designated under the CAMA. According to said applications, On May 12, 2014, River Run Plantation POA proposed to conduct maintenance excavation between 3442 & 3472 Marina Dr. SE, adjacent to the Lockwoods Folly River, near Bolivia, Brunswick County; and on May 21, 2014 the N.C. Wildlife Resources Commission proposed to rehabilitate 2 boat ramps and a parking area at 619 Turkey Point Rd., adjacent to Turkey Creek in Holly Ridge, Onslow County Copies of these applications may be examined or copied at the offices of Holley Snider (BR Co.) and Jason Dail (ON Co.) N.C. Dept. of Environment & Natural Resources, Div. of Coastal Management, 127 Cardinal Drive Ext., Wilmington, North Carolina 28405, (910-796-7425) during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, NC 28557-3421, prior to June 21, 2014 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 these matters will be provided upon written request. RECEIVED JUN 0 2 2014 IDCM-M0 CITY ay 15, 2014 OCP AP NEXT FUNCTION BROWSE: 3:40:59 PM DOCUMENT PAYMENT GENERAL INFORMATION ACTION: HISTORY: 05/15/2014 15:40:50 PAY ENTITY 17PT VEND/EMP NBR: 566000372 40 VEND/EMP SHORT NAME: DENR DOCUMENT NBR: TURKEYCRK051414 DOCUMENT DATE : 05/14/2014 PAYMENT NBR: 001 PRTL PYMT NBR: 000 IND AMOUNT SALES TAX/VAT SALES TAX 2 SALES TAX 3 FREIGHT ADDITIONAL COST GROSS INVOICE PAYMENT AMOUNT AMOUNT PAID 400.00 400.00 400.00 PAYMENT TERMS : NET PAY IMMEDIATELY PAYMENT DATE : 05/14/2014 PAYMENT ROUTE CD : FACTOR NUMBER REASON CODE/DESC VAT INCLUSIVE N EXPENSE IND GL EFFECTIVE DATE: 05/14/2014 EXTRACT DATE ACCRUAL CANC DATE: CURRENCY CODE DISCOUNT TYPE NOT TAKEN DISCOUNT TAKEN PAYMENT STATUS PAID PAYMENT REF NBR 0000069914 PAYMENT TYPE ELECTRONIC HANDLING CODE ONE INVC PER PYMT: YES BANK ACCT PYMT CD: IGO rT) RECEWED N 0 2 2014 CM-MHDCITY Wo RECEIVED DCM WILMINGTON MAY 21 ZOA MAJOR PERMIT FEE SCHEDULE NCWRC: Turkey Creek /$4001Onslow Co. DCM % DWD % Development Type Fee 14300160143510009316256253 2430016024351000952341 I. Private, noncommercial development that does of involve the filling or excavation of any wetlands or open water areas: $250 100% $250 0% $0 11. Public or commercial development that does not involve the filling or excavation of any wetlands or open water areas: $400 100% $400 0% $0 I II. For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A,B, C, r D below applies: III(A). Private, non-commercial development, if General Water Quality Certification No. 3490 See attached can be applied: $250 100% $250 0% $0 III(B). Public or commercial development, if General Water Quality Certification No. 3490 See attached can be applied: $400 100% $400 0% $0 III(C). If General Water Quality Certification No. 90 (see attached) could be applied, but DCM staff determined that additional review and written DWQ concurrence is needed because of concerns related to water quality or aquatic life: $400 1 60% $240 40% $160 111(D). If General Water Quality Certification No. 90 see attached cannot be applied: $400 60% $240 40% $160 IV. Development that involves the filling and/or of more than one acre of wetlands ravation /or open water areas: $475 60% $285 40% $190 RECUVM JUN 0 2 2014 pCM MHD M7 v - NORTH CAROLINA WILDLIFE RESOURCES COMMISSION DIVISION OF ENGINEERING SERVICES MAIN OFFICE 1720 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1720 PHONE: (919) 707-0150 FAX: (919) 707-0162 SHEETINDEX SD-0.0 COVER SD-0.1 OVERALL SITE / EXISTING CONDITIONS SD-1.0 DEMOLITION PLAN SD-2.0 SITE PLAN SD-3.0 GRADING PLAN SD-6.0 RAMP & DOCK PROFILES SD-6.1 BREAKWATER WALL PROFILES SD-8.0 DETAILS SD-8.1 DETAILS SD-8.2 DETAILS LAKE ROGERS DEPOT 1718 NC HIGHWAY 56 WEST CREEDMOOR, NORTH CAROLINA 27522 PHONE: (919) 707-0376 FAX: (919) 528-2524 PROJECT TURKEY CREEK BOATING ACCESS AREA TURKEY CREEK 619 TURKEY POINT ROAD SNEADS FERRY, NC 28460 ONSLOW COUNTY. NC PERMIT DRAWINGS I I I It /,,'', �H CARp a SEAL I- = 35003 = NGIBI Ro` S�►s��y ELEVATION NOTES - ELEVATIONS SHOWN ARE ON NAVD 88 VERTICAL DATUM - MEAN WATER ELEVATION = 0.00 VICINITY MAP NOT TO SCALE N r S w3", ;t w 0 z 9 N V Oaa m e0oam W wzw� KNYmK0 Owg-Uaou W ' wW wN LLU' W z ow W U zo m z w 0 E o o 0 n r O wwU00m <OU4J2 oiav li U z LL J 2 rn W SOO_U c Kmzowo zo2��a P 511512014 Nerve: iEfift fEFHUNg eyed MRL gre PBR rt PER wed w SD-0.0 m I 6 PERMIT DRAWINGS - NOT FOR CONSTRUCTION N N z O y Om29 � x .1d /i rL W O I�- b \\\�1111117/If/! y K U ma m s ��HCAf�� 4 05?oaLL {o U wYtO W 02 - 75' AEC BUFFER w > 35003 _ Z 1- 30' CAMA BUFFER w w 'TYP) / OWNER.' r ARKER TROY E � � �� ; w o ' oN & ROBERl - s.- WALTCR / % (c �.NC'INE�� �'��� i v - o o Q+ S R o / ST O� �� �z 50002, Nr� EXISTING CA ' l PIN 426703,E 168 / rir ON B. R `��� ox 1° w w o o^ o^ WETLANDS - l 7 r �// I l i l� 111 o a TURKEY CREEK � � i ref x z 0 ' � ,-SURREY CONTROL � x o o 4 (D . POINT / o a N o l OVl.7T': 0 N zoi�a4 a`W MEAN WATER - / - ELEUATION , �� i� / / ROBERTG „c BAARA P / END OF 03 5 P 267 24384 / f / I PAVEMENT Ex Ex PG�E EXISTINGIt FIXED DOCKS ! - A WOODEN Q U � W SURVEY CONTROL -A Q f- 1 F�cy� y POlN7 cn cn J r _ F,v,L� � �'�� EX POLE�`��'v �� XSO 'J PA-oT SOT H EX. EDGE OF EX. S7GN Z Z CO . EX1STtlJG NCRETF / EX EDGE N`. 1 � � �., � GRAVEL (�(YPJPAVEMET / RAMP _ \ EX. WOOD Q LINE OWNE4 NO WILDLIFE Z 1 RESONPCES COMM ! ' m z .. PIN:4�703244578 \ / _ EX. TELEPHONE r/ Y PEDESTALS W F- EX. WAW TER / _ 4 VALVE i/V 'aC i'�-q ga W / / T r EK STORM a� V U %-'-- \ FiIP-� �. Z �MEgh AATFP7 I E✓AnGN OWNFR.MIDCL- T ET ;' 4 k & BARBAr'A % JO' CAMA BbFFER-�V� PIN: 426703245 i (n°/ �� \ _... �, i ���Q��i OWNER TITUS EDWARD W U / 75' AFC BUFFER / `\�^�� PIN: 42670246,971 �� P,ROPERJY� / CID (TYP,) LIVE (TYP) ' EX_ 404y ��r L / Z RECEIWETLANDS / '� ✓// DCM WILMIN� MKIkin ADJACENT PROPERTY OWIEP THGMAS LEE '/ / Dale: / EXISTING �� LWI&2014 LINE 7YP � C IV Rt ,,Gr . / / < ( ) R N r F, & 70ENDA OWNER: I LLLA / CONTOURS (7YP) / +' File Name: PIN: ^26703246479 420�� '1�J33 9 / P,V: 42670G247503 / suNeyea M+ 50 0 50 100 50' Designed PBR / — — Drawn' PBR 0 s r �"': GRADY - _.. - _ __ : ApPP vex HENRY A JR ESTAIE �' NO. : 42670324762' S c a I ;. /o 1 " _ SD-0.1 DEM0LI71ON NOTES 1. ENSURE ALL EROSION CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER PRIOR TO BEGINNING ANY DEMOLITION,, CONSTRUCTION, OR LAND DISTURBING ACTM77ES. 2. ALL GRAVEL INSIDE THE LIMITS OF DISTURBANCE IS TO BE INCORPORATED INTO THE SUBGRADE. 3. ANY DAMAGE TO EXISTING INFRASTRUCTURE INCLUDING, BUT NOT LIMITED TO, PAVEMENT, SIDEWALKS, URU71£S ETC., NOT SHOWN TO BE REMOVED IS TO BE REPAIRED. 4. ALL DEMOLITION MATERIALS ARE TO BE DISPOSED OF OFF -SITE AT PERMITTED FACILITIES. 5. ANY UTILITY RELOCATIONS ARE TO BE COORDINATED WITH THE UTILITY PROVIDER. 6. ALL KNOWN U77LITIES ARE SHOWN BASED ON A FIELD SURVEY AND AS -BUILT DRAWINGS. 7. CONTRACTOR SHALL VERIFY THE LOCA77ON OF ALL UTIL177ES ON THE SITE REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO PROCEEDING. 8. TOPOGRAPHIC AND WATER LEVEL INFORMATION AND ELEVA77ONS ARE BASED ON A SURVEY BY NCWRC. 9. REMOVE ALL EXIS77NG SIGNS FROM THE SITE AND STORE OFF -SITE. UPON COMPLETION OF CONS7RUC770N, REPLACE OR REINSTALL ALL SIGNS COORDINATE LOCATIONS WI7H ENGINEER. EX. SIGN TO BE - REMOVED AND REPLACED EX. POLE TO-� REMAIN EXISTING FIX£B DOCKS ARE TO BE REMOVED 75' AEC BUFFER () 30' CAMA BUFFE (TYP) EXISTING CA WETLANDS n TURKEYCREEK �Z MEAN WATER ELEVATION \ EXISTING CONCRETE _ - ` ♦ - - RAMP TO BE REMOVED LIMITS DISTURBANCE (TYP)- MEAN WATER ELEVATION / 30' CAMA 75' A / o11111 rill,, / = 35003 / / / :,'PAS; • NGINE� yr°�� /1 / ljllnn111� 11-EXI GRAVEL IN HATCHED S,IS,M� AREA TO BE REMOVED � ` / / l-REMOVE AND REPLACE io eioe �J'1.':*:JJa EX. ASPHALT IN HATCHED / AREA / EX. POLE TO / I REMAIN ♦ `% \ EX. EDGE OF I EX SIGN T GRAVEL (TIP)' BE REPLACED I -TREES INSIDE LIMITS 1 OF DISTURBANCE ARE 0o.40EX. EDGE OF ♦ti,♦ TO BE REMOVED 00 PAVEMENT 7�- S IMITS OF DISTURBANCE ROPOSED Yam_ (TYP) ���L;I WOOD WOOD LINE LINf � (TF`,EP) ` �,\ eJ�G/ JUN 0 2 2014 /`` C PROPERTTY (TYP) // LINE (TYP) (Typ) / E40 / WETLANDS ANDS DCM WIMIN1GTC MAY 212014 50 0 50 100 150 / Scaje_- 1 " = 50' r w �PA o_i �pp 4g i N W gro o�Z_F; rcmYmrcg� o�g�UaLL w' W W W% K J 2 W �W U aZ W�$m 2z OW Ufa^�Doo W L) K LL W 0 0 0 <0UmZwQ V = LL — = W O X2090�j Kmwg Z0E�gm` J a Z O W 01 05Y1&P014 4 me: rv�YCPHU c eye0 MRL p d PBR m: PBR Wea: SD- 1.0 SITE PLAN NOTES w 3 cNi m 1. ALL ANGLES ARE 90' UNLESS OTHERWISE NOTED. c z q N 2. PAVEMENT STRIPING ON ASPHALT SHALL BE YELLOW TRAFFIC - o o GRADE PAINT MANUFACTURED EXPRESSLY FOR MARKING '� = O d o. PAVEMENTS: » o o 3. ADA PARKING SPACES SHALL BE SIGNED W17H TYPE R7-8-80 MAXIMUM \��� t tt// x m w SIGN PER SOR R7-8A E20-3376 OF PARKING THESIGN NORTH CAROLINA HANDICAP ENE _ - /� ����� \A CPO ///i w 5 - 0 m LL 75" AEC BUFFE _ lr� CODE. _ _ FEg/�•' i W 4. REFERENCE DEMOLITION PLAN SHEET CD-1.0 FOR EXTENT 30" GAMA BUFF£ / _� �'O.�0 _ w» OF DEMOLITION AND REMOVAL OF CURB AND GUTTER, GRAVEL, SQL _ _ PAVEMENT, DRIVEWAYS, WALKWAYS ETC. / ASPHALT PAVEMENT / / 35003 N zw w U O N / (RE '2/SD-8.0). �0'•. �' n w �'o o E / TYP. IN HATCHED / •'•�'vGINE� ' '��: � w a N o o a MEAN WATER / AREA IN PARKING /i FS • • • • • • ' y5 �� 0 w w O ELEVA77ON LOT AND ON 7UR /'//TON B. R� ��� < u J z PROPOSED K10SK TURKEY CREEK / �. POINT RD ///t t ��6019.. .. .1 (RE.3/SD-8.1) �Z EXISTING CA ' , ' _ , £X, GRAVEL AND 5�1'S/MI g z WETLANDS - - / / / ASPHALT TO REMAIN z E a u. NNYL SH£ETPILE ROLL CUR j '� ' / / , BREAKWATER - WALL1 (RE• 1/SD-8.0) ` 9 d (SEE SHEET SD-6.1 FOR �. ' " - ` i r i • f / 8 PROFILE & SD-8.2 FOR / r goo` \ TIE TO EX. DETAILS) ASPHALT/GRAVEL / _ LIMITS OF WIDE CONCRETE RAMPS` . . �. % iy P y / 15.0' DISTURBANCE (TYP) / / W (15' FROM EDGE OF " �` = ` \ \ Lu DOCK TO EDGE OF 16.0' - i - Q U RAMP) 50 TIE TO fX. / W >y� ,` R85.0' Y � PAVEMENT / VLNYL SHEETPILE {5.0`: -/•. ._- / BREAKWATER - WALL 12 _ / ADA SIGN / a I= — (SEE SHEET SD-6.1 FOR / (RE.-8.0) PROFILE & SO-8.2 FOR R25.0/ R25.0, 825 0 25.0 20 0, �',� �� U) Ot7 16.0' /' j _ - MAKE READY ' y `� R50 0'� sO�,o'QO V LANE 8'x60' FLOATIN DOCK (3 - 8'x2O' J/, _ \ PROPOSED ./ SECTIONS) _ - / ` / y / R20.0 "25 0' \ STRIPING ` \ (' Z 10 D' '� (TYP) REPLACE Z Q CONCRETE DOCK / Z� t 50.0' j \ J ABUTMENT EX. SIGN 1 �,aC y (RE-4/SD-B.1) �� Q \ 20' VERT. CURVE _ ��� Rl�t70 .. y O (RE 1/SD-8.2) T ^ y ` y HEEL SLu TOPSTIE TO 0'•` i ♦" (RE. -0) (TYP) PAVEMENT y-� ROPOSED EDGE OF CONCRETE . ` \ ��'.��..- ' l,-, j LLI \ APRON ADA SIGN • PAVEMENT (TYP) W _ (RE..4/0-8.0) / / \ - _ PROPOSED 1 til _ U � • - - - - WOOD LINE B"OAT7RAlLER EXISTING W00D/ } Z / LANDSCAPE ` . ` . ' . ` PARKING SPACES �'-�- LINE /�)� ISLAND - . : \ l,/` t 3`LLlT11 (INCLUDES 1 ADAPROPERTY/ `r / Z) LINE (7YP) / MEAN WATE / ` ` _ . ` SPA 1 , J U N 0 2 2014 oU ELEVATION 2 - SINGLE , HICLE Q// O ADA NOTES.• / 30' C , PARKING SPACES FOR ALL SIDEWALKS AND ADA PARKING SHOWN ON THE PLAN,/ _. - BUFFER/ ONGLUDES/1 ADA 75' AEC EXISTING 40 \ / O THE FOLLOWING APPLIES: - SPACE) / RECEIVED 1. SIDEWALK LONGITUDINAL SLOPES ARE TO BE 4.87 MAXIMUM / BUFFER / WETLANDS `�� � / DCM WILMINGTON, 2. SIDEWALK CROSS SLOPES ARE TO BE 1.8% MAXIMUM / , / / ` \ ` 05/152014 J. A MINIMUM I' SHOULDER AT MAXIMUM 2X SLOPE lS / / / / / MAY 212014 He Name: REQUIRED ADJACENT TO ADA PAVED ROUTES UNLESS A IfAND / eyed:TwftDN° ' RAIL IS CALLED OUT / ADJACENT PROPERTY , -4_ ADA PARKING (PARKING SPACES AND AISLES) TO 0E A / , LINE (TYP) ~% 50 0 50 1 00 1 50 S"g PsR` MAXIMUM Z.8X SLOPE IN ANY DIREC77ON FOR THE E 7/RE AREA aea / / / Scal/(� 1 " = 50' SD-2.0 GRADING N07ES 1. ALL SLOPES ARE TO BE 3: l MAXIMUM UNLESS OTHERWISE NOTED. 2. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR WET AREAS, AND ---� TO ENSURE THAT ALL STORMW47ER RUNOFF FLOWS TO INLETS OF OTHER POINTS OF DISCHARGE. J. EXISTING TOPOGRAPHIC INFORMATIC CONDUCTED BY NCWRC. 4. ALL GRADES ARE TO BE FIELD VD CONTRACTOR PRIOR TO BEGINNING COA ENGINEER SHALL BE N071F1ED IF ANY i PRIOR TO PROCEEDING WITH CONST)3U( 5. CONTRACTOR SHALL NOTIFY INC 0 HOURS PRIOR TO BEGINNING C, HAVE EXISTING UTILITIES LOCATED. CC CONTACT ANY LOCAL U7TLITIES THAT PA -L0C4TOR_SERVICES IN&EPENDENT OF 1 COI 20 D O 14 0 Scol,�-, 1 " = 50' Rm� SSA w3ot; V V n N O Z O 2ma rco W m W ou3�c�iEa W W M � W J � W W U �z $m oa �no O LL ww a m 5 z LL Mom X20D K�=o�0 zc^4a� Y W W Q U W >- Q � fn ~ N W Q H O m w w >- z Y z � o U O zt Z O w 051152014 PERMIT DRAWINGS - NOT FOR CONSTRUCTION r CONCRETE APRON 8" REINFORCED CONCRETE OP OF RAMP/ O-h w � 3 u mA 6' WASHED STONE VERTICAL CURVE RTICAL CURVE y 5S Z 4 m ELEV = 2.50 ELEV = 1.38 OTTOM OF RAMP 3' S9.5B ASPHALT SE B. COMPACTED ABC 20.0' VERT. EL£V = -6.00 20.0" 52.7' ® 14.8 SLOPE 0 o x 2 G a Z 5 CURVE 5 v w W m K 9Ym Kt U1LL oW NORMAL WATER W 0 LEVEL = 0.00. 0 K w W N � -- LOW WATER i oPw _ — — — _ — — EDE't —1. w -5 -5 w cwi moc� = w no Z >noo O wwW Uo o:-'- -10 Qwznn= 6OLLJ W®T —10 OZLL-xmm� xOO �0 RAMP STRUCTURE NOTE: SEE 1 SD-8.2 FOR7 / EXTEND RAMP TOE ELEVATION ON XISRNG GRADE ~ "� Z o � = .. z o aq a 8" STEEL REINFORCED CONCRETE ADDlT/ONAL VER77C4L CURVE (-6.00) TO END OF ' 6' WASHED STONE DETAILS. VERTICAL CURVE IS BREAKWATER WALL 141E TO EX. GRADE RAMP 1 PROFILE 12' CLASS A RIP RAP IDENTICAL FOR BOTH RAMPS. USING 1:1 SLOPE z M3 p � ff� .a CONCRETE APRON 8" REINFORCED CONCRETE TOP OF RAMP/ Y 6" WASHED STONE VER77CAL CUR rVERTICAL CURVE 3" 59.58 ASPHALT ELEV = 2.50 ELEV = 1.38 BOTTOM OF RAMP LuW 8" COMPACTED ABC 20.0' VERT. ELEV = -6.00 20.0' 52.T ® 14% SLOPE U W 5 CURVE 5 Y 10'1 FROM END NORMAL WATER Q — 0 _ _ LEVEL = 0.00 0 Uf) C 6 LLI LOW WATER AEW RAMP -- -- =-1.00 W _g ��nl uU/ - - — — — — -5 (� U d e, vo 77� Q -10 Z:`0 -10 0 0. SEAL = Z _= - S5003 = EXTEND RAMP TOE ELEVATION XIS77NG GRADE " \TE :•� (-6.00) TO END OF Q Q 2/SD•6'p :A'Q •' FNGINE� '��: BREAKWATER WALL TO EX. GRADE USING 1:1 SLOPE O AMP 2 PROFILE '�Sr�N NTSB. �s ry OLLARD (x2) CONCRETE ABUTMENT LLI Q APPROACH OP OF ABUTMENT 8'x60" FLOATING DOCK W 378' ELEV = 2.50 (3 - B'x2O' S£CT70NS) V OE OF ABUTMENT U Q ELEV = 0.50 5 '- Z 5 LJ Y NORMAL WATER CD o LEVEL—. 0 OM OF RAMP LOW WATER, _ EL — 6B0 — — �� - 0 150 2 2 4 Z -5 CONCR E DOCK ABUTMENT a5w 512014 -10 DCM WILMINGT , TIE ABUTMENT APPROACH TO TOP OF RAMP EXTEND RAM7TOEELEVATION XIS77NG GRADE S.,,,eye; MRELEV = 2.50 (-OF MAY 21201 esi3/S0-g,p BLL lE TO EX GRADE n �. PBr USING 1:1 SLOPE PROFILE DOCK SD-6.0 r � ' MMWA ON 19�1�1���$�1�1�1�9ill�l�l�l�•1�1���5/��, �_ tl�l■■ii�■F��� Bill �3 zt�il!, A woiO�il�iw�. Mj � is•�111•9 —�/i— Mimi � J '/ 11111,100,00 , -/ , / ONION,, IIi10'.■i■1■II1I■■■IIeII■I■Ir�11.. LENGTH. 14 FTAOM RXE —WE u ;.Ae.�s.,3• aW, Ile INSler IN ]MMlmlmi P., FMlele0nei e llnelei-0o�l������1 >•n� ����_ �F �CC , i/ r slzrgl• --®-I■'■■■�',,'�!.Ic■���I�zsi $ rM■II■. ■I■ IL � II ' � /'■■ 0• % I 9 I r'iu•snrsF- , ri®nmr�l�l�'$�I�%► P/I 11 Ill VA 1 " • - I I %■!■�■IHIS �%�■IIII!■I I■IIIILENGTH. . . 14' S PERMIT DRAWINGS - NOT FOR CONSTRUCTION F 9 U W U n n 3' S9.5B SURFACE COURSE o 0 m O a m ASPHALT PAVEMENT w+ z z 0 m v Ymrc�� 12"R _ jwg�oaw 24" 24" R 8' (MIN) COMPACTED w � • STONE 845E COURSE ' w 6.40" 0 0.251FT SLOPE STONE J z w 139 w 12" w U 6" • . 7" COMPACTED SUBGRADE z Z-U, 2 _ ° " , () w w o o c CONCRETE III_—III_III—_III z u o m z U zu—S m® -III-III-III xo0JOw� MIN. COMPACTED y z j 1=1 I L=1I 1=1 �I I �I 11=1 I—III—III-11J=4BC P z o 2 mI =1 1-1 1-1 11-1 1-1I I- COMPACTED STANDARD CURB AND GUTTER): SPILL CURB SUBGRADE 1. PLACE CONTRACTION JOINTS AT 10' INTERVALS 2/SD"8 0 EXCEPT THAT A 15' SPACING MAY BE USED WHEN ASPHALT PAVEMENT A MACHINE IS USED OR WHEN SATISFACTORY s „ SUPPORT FOR THE FACE FORM GW BE OBTAINED Nrm a 'g WITHOUT THE USE OF TEMPLATES AT 10' NOTE. ALL CURB ON THE INTERVALS. SITE IS TO BE SPILL ROLL 2. JOINT SPACING MAY BE ALTERED IF REQUIRED CURB BY THE ENGINEER. 3. CONTRACTION JOINTS MAY BE INSTALLED WITH W THE USE OF TEMPLATES OR FORMED BY OTHER LLl APPROVED METHODS. CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1.5' DEEP. Q U 4. FILL ALL CONSMUC77ON JOINTS WITH JOINT W >- FILLER AND SEALER. ! l! 5. SPACE EXPANSION JOINTS AT 90' INTERVALS j 7/SD.B"0 AND ADJACENT TO ALL RIGID OBJECTS. ROLL CURB 6. INSTALL ALL CURB TO NCDOT STANDARDS AND `` rrl ICA�I//,/// (n ~ NTS SPECIE/CATIONS. \�� �. . O W VAN ACCESSIBLE o _ 4 SEAL _ t. AS REQUIRED - 35003 - Q RESERVED %A'P�'•FNGINE� 'r7A' Z N R7-8 SIGN, BOLT T PARKING - '�ST� •... J . POST W/ 3/8" CADMIUM PLATED BOLTS, NUTS, © I I{I1i IAA Q Q AND WASHERS. CONDITION 1: NOT USED S/(sjly O W !� PEDESTRIAN PATH N� NOTE: SIGNAGE TO PER DOES NOT PASS N.C.S.B.C. DETAILS - o UNDER OR AROUND R7-8 & R7-80 rzw SIGN. W GENERAL NOTES: CONDITION 2: W I GALVANIZED "U" N PEDESTRIAN PATH 1. REGARDLESS OF AGE, GOES BY, UNDER, V U ALL ACCESSIBLE SPACES CHANNEL POST z z O O OR AROUND SIGN. CONCRErE WHEELSTOP Z SHALL BE IDENTIFIED BY F 9" WIDE X 6.5" TALL X 6• LONG p p - TWO Y� THRLI-HOLES FOR ANCHORING W ABOVE -GROUND SIGNS. z z EDGE OF PAVEMENT 20' Z 7 2" ROUND CONC. oL o FOOTING SLOPE TO DRAIN O d- PARKING LOT U {I PAVEMENT OR GROUND ;' JUN 0 2 2014 F- -I I I I I I —I I III —III —III I I #4 RERAR. 2• LONG DC C.� —I —i I —I I I I —III —III —_III - 2 PER WHEEL STOP Date05 &20,4 RECEIVED . -I I I —I I I —I I I —III —I I �j DCM WILMIING ON, N File Name: • =III —III II—III=1' � =III —I I l I I —I I' MAY 212014 Sa a� PBR 4/SD-8.0 I I I=I I I I I=) = S/SD-8.0 a"m: PBR, ADA SIGNAGE —I I I —I I _SEEL STOP SD 8.0 Nrs I _III-1 ,III III= N 1. ALL S/GNA(E INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE LATEST PUBLISHED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEWCES (MUTCD), THE NORTH CAROLINA DEPARTMENT OF 7RANSPORT477ON (NCDOT) STANDARD CONSTRUCTION DRAWINGS. 2 SIGNAGE MATERIAL SHALL CONFORM 70 MUTCD COLOR AND REFLEC77WTY STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE REFLEC77W MA7ERIAL, EXCEPT STOP SIGNS STOP SIGNS SHALL BE CONS7RUCTED OF HI -INTENSITY GRADE MA7EMAL ON A JO-INCH BY 30-INCH OCTAGONAL STOP SIGN BLANK. 3. ALL SIGNS EXCEPT STREET MARKERS, SHALL BE MOUNTED IN A MANNER THAT THE BOTTOM OF THE SIGN IS A MINIMUM OF SEVEN FEET (7-FT) ABOVE GROUND LEVEL. STREET MARKER SIGNS SHALL BE MOUNTED OVER THE TOP OF STOP SIGNS ACCORDING TO THE S7REET MARKER STANDARDS IN NUMBER 6 BELOW. 4. GROUND MOUN70 SIGN POSTS USED TO INSTALL SIGNAGE SHALL BE 12 FEET LONG AND CONSTRUCTED OF 14 GAUGE GALVANIZED SIEEL 'U' CHANNEL POSTS OR TWO INCH (2-IN) GALVANIZED SQUARE STEEL TUBING. WHEN USED IN SPECIFIC LOCATONS AND DIRECTED BY THE OWNER, COLORED GROUND MOUN7EO SIGN POSTS MAY BE REQUIRED 70 MATCH EYJS77NG S7REETSCAPE IN THE PROEC7 VICINITY. COLORED GROUND MOUNTED SUPPORTS SHALL BE STEEL WITH A POWDER COATED FINISH ALL GROUND MOUN7ED SIGN P057S SHALL HAVE 3/87H INCH HOLES DOWN THE CENTER OF THE POST DRILLED AT ONE INCH (I -IN) SPACING FOR THE EN77RE LENGTH OF THE POST. 5. GROUND MOUNTED SIGN POSTS SHALL BE DRIVEN TO A MINIMUM OF 30 INCHES BELOW GROUND LEVEL. ALL POSTS SHALL BE PLUMBED AND LEVELED AS THE POST IS INSTALLED. 6. ALL STREET MARKERS (STREET NAME SIGNS) .SHALL BE DESIGNED AND INSTALLED AS FOLLOWS' A. STREET MARKERS SHALL BE INSTALLED AT ALL STREET INTERSEC710NS AND WILL INCLUDE THE BLOCK NUMBER OF EACH STREET. B. ALL SIGNAGE PRO14DED AND INSTALLED SHALL BE CONSTRUCTED FROM A 0.080 GAUGE ANODIZED ALUMINUM SIGN BLANK AND CONFORM TO STANDARD MUTCYI SIGN SIZES C S77?£ET MARKERS SHALL BE DESIGNED IN A STACKED CON17GURA77ON AND LOCATED IN A MANNER FOR VISIBILITY FROM ALL DIREC77ONS OF TRAVEL D. S7REET NAMES SHALL BE DISPLAYED BY USING A MINIMUM OF 4' REFLECTVE WH17E LETTERS AND 2' REFLEC17W WHITE NUMBERS FOR THE BLOCK NUMBERS AND ABBRE14A TONS (RD, DR, ETC.) ON A REFLEC77VE GREEN BACKGROUND. ON PRIVATE STREETS, A NOTATON OF PRIVATE STREET' IN 2' BLACK LETTERS ON A YELLOW BACKGROUND WILL BE ADDED ON THE EDGE OF 7HE SIGN CLOSEST TO 7HE ROAD. SIGNS MUST NOT HAVE BORDERS E. STREET MARKER MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTVITY STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE REFLEC77W MA7ERIAL F. THE LETTERS SHALL BE DESIGNED USING THE STANDARD HIGHWAY ALPHABET OF FHWA, SERIES B. 7. PAVEMENT MARKINGS SHALL BE PLACED ON THE STREETS ADJACENT TO THE SITE WHERE ROADWAY IMPROVEMENTS ARE REQUIRED OR WILL BE PLACED ON NEW STREETS TO BE ACCEPTED BY THE NCDOT. PAVEMENT MARKINGS MUST BE MADE OF A THERMOPLAS77C MATERIAL AND ADHERE TO SECTON 1200 OF THE NCOOT ROADWAY STANDARD DRAWINGS 2006 EDMON. 1/SD-8.1 SIGNAGE NOTES NTS S/SD-S.1 KIOSK Nm NCOOT 3 LB/L CHANNI DOTES: . KIOSK HAS 4-4X6 POSTS, TO BE NSTALLED IN CONCRETE. 2 CONTRACTOR SHALL INSTALL ADEQUATE )RACING TO HOLD SIGNS IN PLACE UNTIL 'ONCRETE CURES. T. CONCRETE FOOTING LOCATIONS SHALL TE BASED ON DELIVERED SIGN )IMENSIONS 18' DIAMETER CONCRETE BASE 2/SD-8.1 NOT USED N" NOTES- 1. ENTRY \ jxlllll///// �N CARP''% SEAL 35003 = 'A' ON B.ROylb`��` /7j/lll II1���` SIGN HAS 2-4X6 POSTS, TO ED IN CONCRETE ACTOR SHALL INSTALL ADEQUATE 7 HOLD SIGNS IN PLACE UNTIL CURES. 'ETE FOOTING LOCATONS SHALL ON DELIVERED SIGN JUN 0 2 2014 rrry RECEI DCM WILMINGTON, METER MAY 212014 TE BASE N r � lima N QSZ92 f �rroN V O=mmw U W W m W C y OVS Udu W> �w wm w WU, w W U W az 2g0m Z Z o 0 0. N n Ww000 Q C)UmZ Am U ZLLJ3f m 5yj oa<--' GN iom�: `'m W LLI W U Y a� W U U a 0 Z a O m Y u1 w w U U Lu } z Z O U O co z 0 05H52014 Fje Name: C: naa�vraffxmic Surveyed MRL esign PBR A=aw PBR etl: sbww SD-8.1 PERMIT DRAWINGS -NOT FOR CONSTRUCTION Oa Fima 3 V m O N � & lb N (DT V mm V OVEmm m wmw LEV = 2.50 CEV = 2.47 CEV = 2.28 5 `a LL ELEV = 1.91 H > 5' RUN, 2' DROP (TYP) w 20.0' 5.0' 5.0" Z F 5.0' 5.0 oz w SLOPE—C� -*-SLOPE_ LEV = 1.38 w V a = w 8 m SEE GRADING PLAN O.SOt$ SLOPf _ _ ___ __ 0.60t% SLOPE - ' 3.80t% SLOPE cwi w z a 0 FOR SLOPE AND - i Z201-9 SLOPE - rc w y z ELEVATION PARKING LOT CAST -IN -PLACE 10.60t% SLOPE a O a- J °i O1 0 U90 REINFORCED CONCRETE Lo s o o § c2 .. - 14.0%SLOPE w5zo� zai :§mw NOTE VERTICAL CURVE ELEVATIONS AND DISTANCES ARE IDENTICAL FOR BOTH RAMPS 1/SD-8.2 VERTICAL CURVE NTS W cr Q U NOTE.: ORIENT HARDWARE SO THAT NO SHARP Lu EDGES ARE FACING THE RAMP. ALL BOLTS Y ARE TO BE INSTALLED SO THAT THE HEAD Q OF THE BOLT IS FACING THE RAMP. ct 4x6 AMBER WALE 2x6 CAP BOARD (n FLOATING DOCK-N.,LLB _ 3/87x5" HOT DIPPED GALV. CARRIAGE - LAP JOINT IN 4x6 WALER HEAD BOLT, WITH 3/8- HOT DIPPED GALV. STEEL HEX HEAD NUT ADN 3 8" 4X6 TIMBER WALER 314" x 30" GALV i� ONCRETE ROMP OT DIPPED GALV. STEEL FLAT WASHER TIMBER BOLT WITH (7 OG WASHER AND NUT r,/ Z � a Q LLI 8" TIP AMBER PILE m Q LI ' EXTEND RAMP 1' UNDER FLOATING DOCK LLB LLJ VINYL SHEETPILE VINYL SHEETPILE Al CL9900 OR EQUIVALENT CL9900 OR EQUIVALENT ! � � V % U V Z p 8" 77P AMBER PILE ° p 3/8'x3-1/2" HOT DIPPED GALV. STEEI°LAG .``�NA CARO''�., Y ° ' 4 p ° SCREW WITH 3/8" HOT DIPPED GALV. STEF�JJ FLAT WASHER p ° Z:�O�� V 314" x 18' GALV. UMBER ° p SEAL p WITH_QG WASHER AND NUT CO CRETE RAMP _ _ _ 4 a a ° _ 35003 _ p ° /�� STO �� p818 0s 1&20/4 I RECEIVED Ff1 tea: I I I . . . CM ILMINGTO p a cnaxnxs S urvey-: p� mpj- �, ° a p ° p BUNKO 2 20�IAY 212014 2/S".2 0 ° ° 3/SD-8.2 BEET PILE GROIN - PLAN p VINYL SHEET PILE GROIN - SECTION � e, w. Ntis 11�s p ° iR3 nor rmrTry SD-8.2 NORTH CAROLINA WILDLIFE RESOURCES COMMISSION DIVISION OF ENGINEERING SERVICES MAIN OFFICE 1720 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1720 PHONE: (919) 707-0150 FAX: (919) 707-0162 SHEETINDEX SD-0.0 COVER SD-0.1 OVERALL SITE / EXISTING CONDITIONS SD-1.0 DEMOLITION PLAN SD-2.0 SITE PLAN SD-3.0 GRADING PLAN SD-6.0 RAMP & DOCK PROFILES SD-6.1 BREAKWATER WALL PROFILES SD-8.0 DETAILS SD-8.1 DETAILS SD-8.2 DETAILS LAKE ROGERS DEPOT 1718 NC HIGHWAY 56 WEST CREEDMOOR, NORTH CAROLINA 27522 PHONE: (919) 707-0376 FAX: (919) 528-2524 PROJECT TURKEY CREEK BOATING ACCESS AREA MCEIVED JUN 18 2014 TURKEY CREEK 619 TURKEY POINT ROAD SNEADS FERRY, NC 28460 ONSLOW COUNTY, NC PERMIT DRAWINGS ``d�unllrrrrr ` \ �N CARD �.• §si' i SEAL _ 35003 = ////TON B.?,0 rrr S%is%N i ELEVATION NOTES - ELEVATIONS SHOWN ARE ON NAVD 88 VERTICAL DATUM - MEAN WATER ELEVATION = 0.00 VICINITY MAP NOT TO SCALE 0 O N 0 V Wz+UmvNi y ❑ f O Z 4 N 0 U N Z W u U Ym�z'arl 02 U a u W� �W W0 K z LL W J y. W W U W 6= Uw z 00oe J N n n ?LLU yZ�nm QO— of a v U ZLLJ=rnm� 200 O ti c 0 j= N QQ p W Q U W> a� N W a W W Z = w m j WLLI V V U LLI Y z O O Z N, NCO os/rsnova eNa : m�c�MG J PBR PBR J AS zu'�t� ._ IiLI Ci4 MINC PW T{(Cy` *'t�L� cpt_ - _ �� •jv -'vpl v 2570�'= - 5 a 1 � r i p a p i o ro r N 0 > Z Q FE W' r Q4p O N W 8 M a u aog;; , N W Z S .. u �mw o oiig�c�i`a w� wW W N d LL O W W W U Z U' U K� m 0 0 �W O W W U n o <QUN2WW U SLLJSW `p SOO12 Cj=o�� zof � 0 W LU Q V a U CO) U o � o z o m Y z w 1- W CO) V W LU Z, 3 ` 0&1520�14 !TN 'o. 10fMCFZ9 M1G —eye2. MRL esigreh PBR re PSR pPro-& hee A PERMIT DRAWINGS NOT FOR CONSTRUCTION F n DEMOLl770N NOTES w 3 m 1. ENSURE ALL EROSION CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER PRIOR TO BEGINNING ANY DEMOLITION, . CONSTRUCTION, OR LAND DISTURBING ACTIVITIES. mom o w 2. ALL GRAVEL INSIDE THE LIMITS OF DISTURBANCE lS TO BE m zzo.. INCORPORATED INTO THE SUBGRADE. 311 . ANY DAMAGE TO EXISTING INFRASTRUCTURE INCLUDING, BUT `` 1 ILI/ w S m LL NOT LIMITED To, PAVEMENT, SIDEWALKS, UTILITIES, ETC., NOT _ _ i -. �� /�/� ///i� o SHOWN TO BE REMOVED IS TO BE REPAIRED. 75' AEC BUFFS - - \ . ' \��� �N • •' qL% '� W 4. ALL DEMOLITION MATERIALS ARE TO BE DISPOSED OF OFF -SITE /% O� F L� w a+ AT PERMITTED FACILITIES ' �=;Q �Of1' � 3 z Z 5. ANY UTILITY RELOCA770AIS ARE TO BE COORDINATED WITH THE / = SEAL = 9 w w U77UTY PROVIDER 30' CAMA BU / > _ _ w o 6. ALL KNOWN UTILITIES ARE SHOWN BASED ON A FIELD SURVEY (TYP) / _ 35003 _ m AND AS -BUILT DRAW/NGS. A•, ; 1 z -yam 0 0 7. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL Uhl ON EXl WNETLANDS / // ��F '�NGIN��e'•g'���� o LL J Z °"" THE SITE REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO PROCEEDING TURKEYCREEK I aaa / /'//,r,ONFill B. '� € o o � � m" � 8. TOPOGRAPHIC AND WATER LEVEL INFORMATION AND ELEVATIONS ) / 1 n l i I 1 I g r ARE BASED ON A SURVEY BY NCWRC / / X. GRAVEL IN HATCHED S/�Sr(�I z o a LL 9. REMOVE ALL EXISTING SIGNS FROM THE S17E AND STORE MEAN WATER / V AREA TO BE REMOVED /`.` `. OFF -SITE UPON COMPLETION OF CONSMUC77ON, REPLACE OR ELEVA770N REINSTALL ALL SIGNS COORDINATE LOCA77ONS WITH ENGINEER. !✓ EMOVE AND REPLACE .00 ^ .! \ £X. ASPHALT IN HATCHED a EX SIGN TO BE J �+ ARE REMOVED AND REPLACED"� EX. POLE T'/`_ _ r. i . ♦ /► ♦ POLE TO Y REMAIN ; ... _ • ,� i ' ♦ _ f. ♦ REMAIN , / WWW ,�/ ♦ ♦ / Q WU EXISTING HX `♦ ' ..�.ind�i`' ♦ ♦ ` \ / Y LLI DOCKS ARE TO BE REMOVED ♦ ' - r� / LLA GRAVEL MP) l EX SIGN T - Z Z \ DOS77NG CONCRETE % ♦ I BE REPLACED Q / RAMP TO BE INSIDE LIMITS 00 Q ♦ OF DISTURBANCE ARE REMOVEDgMENT o O J �< 3 /. ♦ � TO BE REMOVED � m \� �� " > 5, �� w I�`"�o // LIMITS OF \ Y D IS TURBANCE (TYP) j %' ' _ \ .-Q r r DISTURBANCE j Lu W W \ _� - . - _ ._ 1. -�✓V ROPOS£0-�_wooD (7YP) LINE / \ i _ WOOD LINE / IP U.1 / / �p O 30' CAMA PROPERTY \ / �6 co75' AEC BUFFS O 40 (>�) �/ LINE.(iYP) / WETLANDS % / RECEIVED DCM WILMINGTON JU MAY 212C;v V05'l&'2014 NY82014 /50 0 50 100 150 Scaj(- 1 = 50' D-1.0 GRADING NOTES• 1. ALL SLOPES ARE TO BE 3.• 1 MAXIMUM UNLESS OTHERWISE NOTED. 2. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR WET AREAS AND --' TO ENSURE THAT ALL STORMW,47ER RUNOFF FLOWS TO INLETS OF OTHER POlN7S OF DISCHARGE. c� •_ ' 3. EXIS77NG TOPOGRAPHIC INFORA CONDUCTED BY NCWRC. 4. ALL GRADES ARE TO BE RELD CONTRACTOR PRIOR TO BEGINNING ENGINEER SHALL BE NOTIFIED IF A PRIOR TO PROCEEDING WITH CONS 5. CONTRACTOR SHALL NOTIFY IN HOURS PRIOR TO BEGINNING CQN5 HAVE D(IS77NG U77LI77ES LO,ATED. CONTACT ANY LOCAL U7X-fflFS THAT —LOCATOR SERVICES INVEP£NDENT C ItECEI'VED JUN 18 2014 Sccl,(� 1 = 50' } 0 N F H W G N$ O N � b r p O�A�n �a w w rczo www� rCwY��g� a- �Uau u �W ww K w iof w w zZ9 U�po E•+ cw w w C.1��.@' Q 00,Z wm32 V Z LLX2012&; ;; tl Z N ioz-4aau��� SD-3.0 CONCRETE APRON PERMIT DRAWINGS -NOT FOR CONSTRUCTION 8" REINFORCED CONCRETE OP OF RAMP/ r- o a R N 6' WASHED STONE VERTICAL CURVE RTICAL CURVE w ° Z 4 3" 59.58 ASPHALT ELEV = 2.50 ELEV = 1.38 OTTOM OF RAMP 0 w B. COMPACTED ABC 20.0' VERT. ELEV = -6.00 20.0' x g S2.T 0149 SLOPE 5 CURVE - - mom;; zm 5 W w w LL W S.�-Ud NORMAL WATER u 0 LEVEL- = 0.00. 0 W ww W Ww d i P LOW WATER — — — — — EV€t —1. ° w -5 -5 �Z aD W VOm Z. UAAmooE' w N ri O 0 W W 0 -10 -10ww QOLLwZ c;wo U Z LL— x o, W Fq RAMP STRUCTURE NOTE SEE 1/SO-8.2 FOR EXTEND RAMP TOE ELEVATION XISTING GRADE Z3W o a 8' STEEL REINFORCED CONCRETE ADDITIONAL VERTICAL CURVE (-6.00) TO END OF 1/SD-6.0 6' WASHED STONE - DETAILS. VERTICAL CURVE IS BREAKWATER WALL\ -TIE TO EX. GRADE RAMP 1 PROFILE 12" CLASS A RIP RAP IDENTICAL FOR BOTH RAMPS USING 1:1 SLOPE NITS V CONCRETE APRON I 8" REINFORCED CONCRETE OP OF RAMP/ 6" WASHED STONE VERTICAL CURVE ERTICAL CURVE - 3' S9.5B ASPHALT ELEV = 2.50 ELEV = 1.38 TTOM OF RAMP W 8" COMPACTED ABC 20.0' VERT. ELEV = -6•00 20.0' 52.7' 0 149 SLOPE Q U 5 CURVE s W >- LLJ cc 10'J FROM END NORMAL WATER Q 0 LEVEL = 0.00 0 Nml N - U) W RAMP LOW WATER FAEW _ _ _ _ EVE _ -1.00 W J . — — — -5 V LL '�% �\A .. o V -10 SEAL , - Z Y = 35003 EXTEND RAMP TOf ELEVATION XISTING GRADE ~ V 2/SD-6.0 A'•. Q .7 (-6.00) TO END OFZE TO EX. GRADE - BREAKWATER WALL i�i.p�. ENGINE:. Q O '. 5��� RAMP 2 PROFILE USING SLOPE �'�i rs NITS ON B. ROy /5 N OLLARD (x2) CONCRETE ABUTMENT W Q APPROACH I -TOP OF ABUTMENT 8'x60' FLOATING DOCK W IL 378' ELEV = 2.50 (3 - 8'x2O' SECTIONS) C OE OF ABUTMENT C) U c 5 ELEV = 0.50 5 Z Lu ' -- NORMAL WATER 0 LEVEL = 0.00 0 U 3 ~ -- • _ 0 OM OF RAMP LOW WATER EL 6A0 _ — TEVELT.0 y CO NCR E DOCKmiii� -5 Z ; A UTMENT O I JUN 18 2014 1!7 I �� I�0&152014 TIE ABUTMENT APPROACH-1DCM WILMINGTr DC,V-M??JC!Ty TO TOP OF RAMP EXTEND RAMP TOE ELEVATION XISTING GRADE � eyec ELEV = 2.50 -(-6.00) TO END OF i�1QY 21 '_a^ tD�� �BREAKWATER 3/SD-6.0 WALL IE TO EX GRAPE aeR DOCK PROFILE USING 1:1 SLOPE °""° Ho. SD-6.0 Nrs /R Zj J, I INP)MV1711 LC '���ie•.� � ��I�II�//in�I�I�I12�l�l�l�y������ walm an I ���-�I��Ililll!Ii■I■ii�■l�r.���"' 11I��1�111�11�1��li■l�ii��.i�'�i�d' _ _ �—���,!!1.1■1�111�11'11111'1'�II11111�11�■■��■!����■�■L��,�I11 �� . , :' 1 , 1111Ii111allhllllyllllll110 llil!I� 12' VINYL SHA NINE LENGTH, 14' 77MBER PILE LA I u , . <e+N ,.� Ir , i�INitSr• �.nl •.I�ii��u•I�i� ���i����i�ic!�o•I�i�l� e;�z��.�� 11 �i - �i�oi.� ��� � % � % /� /��� � r,a:i /®Aiwn '%/ % i i? - % � j I y•'hi!Jur3 ,b..��.n .Im�u!ir�I�ISWy in a / !!:yl�l I llh�llil��%�1!11 I�II�IPit 1110i" momii%1.� 11111111111101lllly���,:/.: %I .wsxILE ORo.■�■hi■�I�I■I■1■I'll■'■I■.�111! 1 . •. I war , • .• � ® r I , � 1 �1 c: FAI / n / /• 'fir. 1r�•. r'Irt� r. }r., / NOTE: ALL CURB ON THE SITE IS TO BE SPILL ROLL CURB 1/SD-8.0 ROLL CURB NTS VAN ACCESSII AS REQUIRED R7-8 SIGN, BOLT TO POST W/ 3/8- CADMIUM PLATED BOLTS, NUTS, AND WASHERS. GENERAL NOTES: 1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE IDENTIFIED BY ABOVE -GROUND SIGNS. NOTE: SIGNAGE TO PER N.C.S.B.C. DETAILS R7-8 & R7-8D GALVANIZED "U" CHANNEL POST 12" ROUND CONC. FOOTING SLOPE To: DRAIN PAVEMENT OR GROUND MOVED JUN 182014 I :���r�'=,' G�7' � DCM-MHDaTv 4/SD-8.0 ADA SIGNAGE NTS CURB NOTES (APPLIES TO ALL ROLL CURB AND STANDARD CURB AND GUTTER) I. PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT 771AT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN S4775FACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 2. JOINT SPACING MAY BE ALTERED /F REQUIRED BY THE ENGINEER. J. CONTRACTION JOINTS MAY BE INSTALLED W17H THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1.5' DEEP. 4. FILL ALL CONSTRUC77ON JOINTS WITH JOINT nLLER AND SEALER. 5. SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO ALL RIGID OBJECTS. 6. INSTALL ALL CURB TO NCDOT STANDARDS AND SPECIt7C4TIONS. CONDITION 1: PEDESTRIAN PATH DOES NOT PASS - UNDER OR AROUND SIGN. CONDITION 2: PEDESTRIAN PATH GOES BY, UNDER, OR AROUND SIGN. 2/SD-8.0 ASPHALT PAVEMENT m- S/SD­S.O NOT USED NN EDGE OF 5/SD-8.0 WHEEL STOP NITS 030� _ SrK Ac°bv 3' S9.5B SURFACE COURSE 55= w p v m ASPHALT PAVEMENT Z o W W c 8- (MIN.) COMPACTED 00 AGGREG47E BASE COURSE w STONE W m LLU' W �Fc W W COMPACTED SUBOR40E �W U a ? 10 S V mo€ II OWWwU�o} �'pUm2mw4 II V Z' ww"�• X204Sc2 [ R w? N J G zo '9`�� S W Q ty `Lt 111IIlIl/// CA �CoF 1�f' Lu SEAL f 35003 = Q FNGINE� 'S� Z co) �,/,STON B.IROy�� ' Q s�js/n1 Q iy m Q W W CONCRETE WHEELSTOP V Z. 9' WIDE X 6.5' TALL X 6' LONG — TWO -' THRU—HOLES FOR ANCHORING W Z . PARKING LOT m V 0 O. Z O _ #4. REBAR; 2' LONG 2 PER WHEEL STOP Date: RECEIVED oy>&zor4 UCM WILMINGTON, N I�Nama. nnarc>�cn� MAY 212014 a m 1. ALL 5/GNAGE INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE LATEST PUBLISHED ED17701V OF THE MANUAL DN UNIFORM TRAFRC CONTROL DEVICES (MUTCO), THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NGDOT) STANDARD CONSTRUCTION DRAWNGS 2. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE REFLECTIVE MATERIAL, EXCEPT STOP SIGNS STOP SIGNS SHALL BE CONSTRUCTED OF HI-1NTENSITY GRADE MATERIAL ON A 30-INCH BY 30-INCH OCTAGONAL STOP SIGN BLANK 3. ALL SIGNS, EXCEPT STREET MARKERS SHALL BE MOUNTED IN A MANNER THAT THE BOTTOM OF THE SIGN IS A MINIMUM OF SEVEN FEET (7-FT) ABODE GROUND LEVEL. STREET MARKER SIGNS SHALL BE MOUNTED OVER THE TOP OF S70P SIGNS ACCORDING TO THE STREET MARKER STANDARDS IN NUMBER 6 BELOW. 4. GROUND MOUNTED SIGN POSTS USED TO INSTALL SIGNAGE SHALL BE 12 FEET LONG AND CONSTRUCTED OF 14 GAUGE GALVANIZED STEEL "U" CHANNEL POSTS OR TWO INCH (2-lN) GALVANIZED SQUARE STEEL TUBING WHEN USED IN SPECIFIC LOCA77ONS AND DIRECTED BY THE OWNER, COLORED GROUND MOUNTED SIGN POSTS MAY BE REQUIRED TO MATCH EXISTING SMEEMAPE IN THE PROLECT VICINITY. COLORED GROUND MOUNTED SUPPORTS SHALL BE STEEL WITH A POWDER COATED FINISH. ALL GROUND MOUNTED SIGN POSTS SHALL HAVE 3/BTH INCH HOLES DOWN THE CENTER OF THE POST DRILLED AT ONE INCH (I -IN) SPACING FOR THE EN77RE LENGTH OF THE POST. 5 GROUND MOUNTED SIGN POSTS SHALL BE DRIVEN 70 A MINIMUM OF 30 INCHES BELOW GROUND LEVEL ALL POSTS SHALL BE PLUMBED AND LEVELED AS THE POST IS INSTALLED. 6. ALL STREET MARKERS (STREET NAME SIG✓S) SHALL BE DESIGNED AND INSTALLED AS FOLLOWS: A. STREET MARKERS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS AND WILL INCLUDE THE BLOCK NUMBER OF EACH STREET. B. ALL S/GNAGE PROVIDED AND INSTALLED SHALL BE CONSTRUCTED FROM A 0,080 GAUGE ANODIZED ALUMINUM SIGN BLANK AND CONFORM TO STANDARD MUTCD SIGN SIZES C. STREET MARKERS SHALL BE DESIGNED IN A STACKED CONFIGURATION AND LOCATED /N A MANNER FOR VISIBILITY FROM ALL DIRECTIONS OF IRA VEL D. STREET NAMES SHALL BE DISPLAYED BY USING A MINIMUM OF 4" REFLECTIVE WH/IF LETTERS AND 2" REFLECTIVE WHITE NUMBERS FOR THE. BLOCK NUMBERS AND ABBREVIATIONS (RD, DR, ETC.) ON A REFLECTIVE GREEN BACKGROUND. ON PRIVATE STREETS A NOTA7701V OF PRIVATE STREET" IN 2" BLACK LETTERS ON A YELLOW BACKGROUND WILL BE ADDED ON 77YE EDGE OF THE SIGN CLOSEST 70 THE ROAD. SIGNS MUST NOT HAVE BORDERS E. STREET MARKER MATERIAL SHALL CONFORM TO MUTCD COLOR AND RULEC170TY STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE REFLECTIVE MATERIAL F. THE LETTERS SHALL BE DESIGNED USING THE STANDARD HIGHWAY ALPHABET OF FHWA, SERIES B. 7. PAVEMENT MARKINGS SHALL BE PLACED ON THE STREETS ADJACENT TO THE SITE WHERE ROADWAY IMPROVEMENTS ARE REQUIRED OR WILL BE PLACED ON NEW STREETS TO BE ACCEPTED BY THE NCDOT. PAVEMENT MARKINGS MUST BE MADE OF A THERMOPLASTIC MATERIAL AND ADHERE TO SECTION 1200 OF THE NCDOT ROADWAY STANDARD DRAWINGS 2006 ED177ON. 1/SD-8.1 SIONAGE NOTES N" 3/SD-8.1 KIOSK NTS DCMMOCRy NCDOT 3 LB/1 CHANNi VOTES: '. KIOSK HAS 4-4X6 POSTS TO BE 'NSTALLED IN CONCRETE. 2. CONTRACTOR SHALL INSTALL ADEQUATE 4RACING TO HOLD SIGNS IN PLACE UN77L ANCRET£ CURES. 3 CONCRETE F0077NG LOCATIONS SHALL 3E BASED ON DELIVERED SIGN )IMENSIONS. 18" DIAMETER CONCRETE BASE 2/SD-8.1 NOT USED NTS 4/SD-8.1 ENTRANCE SIGN NTS PERMIT DRAWINGS - NOT FOR CONSTRUCTION N ON W 3 U ^^n h M C Z w � 0 gggp Owl ^ U OV�mw W 4ZWm 00 g�UaLL wW W H K LLU' W GZ z JW W U _JJ Um�p �a Uw woo <OU41Z oim'v UZ �==mm S 00 go.. 05 ZO�CLL ^ ���111 i11 /III ��•� qN CARS Q O' 000 p — SEAL 35003 •` _ ,� W chi IBI IRO�``W` w Y 6%/s it/ Q W L% aIS' NOTES, 1_ ENTRY SIGN HAS 2-4X6 POSTS, TO N , BE INSTALLED IN CONCRETE Z J 2 CONTRACTOR SHALL INSTALL ADEQUATE BRACING TO HOLD SIGNS IN PLACE UNTIL CONCRETE CURES. • . Q W 3. CONCRETE F0077NG LOCATIONS SHALL Om BE BASED ON DELIVERED SIGN DIMENSIONS. Y W W U Z Y z C) U O y O tee: RECEIVED osls'to14 DCM WILMINGTON, C vas awc u"eyed MRL 180 DIAMETER MAY 212014 CONCRETE BASE "ed SD-8. > , PERMIT DRAWINGS - NOT FOR CONSTRUCTION F Ory� Ol w - 91 a W O '? O 'Uxoav V Oomm- W K=O .. W �WSm W c - M a LL LEV = 2.50 £LEV = 2.47 ELEV = 2.28 g ELEV = 1.91 W 5- RUN, 2- DROP (T)P) w 20.0' S0 5.0' 5.0' w C7 W o z i SLOPE—� 5'0 ELEV = 1.38 W cwi a 8 -*—SLOPE - — o— - -- -- a i W 8 m SEE GRADING PLAN FOR SLOPE AND 0.50t% SLOPE — 0.60t% SLOPE 3.80t% SLOP£ — — — - 3 = 5 ti o o W w w o 0 o m o r f — — ► ELEVATION PARKING LOT CAST -IN -PLACE 7.20.1- SLOPE 10.60t9 SLOPE LL U W - o ¢ °i °" U = w x — ;-> REINFORCED CONCRETE x o o i c2 14.0% SLOPE � w = o w n§aw - NOTE. VERTICAL CURVE ELEVATIONS io AND DISTANCES ARE IDENTICAL FOR BOTH R4MPS. _ 0 i/SD-8.2 VERTICAL CURVE NTS W C a U NOTE, ORIENT HARDWARE SO THAT NO SHARP Lu EDGES ARE FACING THE RAMP. ALL BOLTS ARE TO BE INSTALLED SO THAT THE HEAD - a OF THE BOLT IS FACING THE RAMP. 06 TIMBER WALER 2x6 CAP BOARD FLOATING DOCK (LL:.'' 3/8 "x5' HOT DIPPED GALV. CARRIAGE LAP JOINT IN 4x6 WALER I HEAD BOLT, WITH 3/8- HOT DIPPED ' a GALV. STEEL HEX HEAD NU7 AON 3/8" 4X6 77MBER WALER 3/4" x JO" GALV. I(V ONCRETE RAMP OT DIPPED GALV. STEEL FLAT WASHER 77MBER BOLT WITH ! ^I co) OG WASHER AND NUT �� �� JJ . Z. 0 L a 8" TIP 77MSER P/CE EXTEND RAMP I' UNDER W FLOATING DOCK - Lu VINYL SHEEP/CE VINYL SH£E7PlCE ,'NI(` CL9900 OR EQUIVALENT CL9900 OR EQUIVALENT Nifl� � 'd)I l U Lu a 8" TIP TIMBER P/CE d v 3/8"x3-1/2- HOT DIPPED GALV. S7EEQLAG ". 'DIPPED �J`�(N CARp''�i,� S S/ " d 4 v SCREW WITH 3 8 HOT GALV. STE d / d FLAT WASHER n %% lyl' �` O of O' Z;` o v 3/4" x 18" GALV. AMBER BO&Tio��� f�� ! • _ SEAL Q WITH,QG WASHER AND NUT d - CONCRETE RoP _ GI Xi J = 35003 d ! •• Z v d Ill"! RECEIVED WILMINGTON 152014 F ame �c�x.owc 1i)CM 4 4l MAY 212014 S-rv- ed: e : MRL �SR4 I 2/SD-8.2 �r...A d d SD-8.2 o Ped VINYL SHEET PILE GROIN - PLAN - o - YL SHEET PILE GROIN - SECTION 1:NI—NI nppro-W �, _ N S c n SD-8.2 ".