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HomeMy WebLinkAbout23-22 Bell Investment Group LLCPermit Class NEW STATE OF NORTH CAROLINA Department of Environmental Quality and Coastal Resources Commission ,Permit for X Major Development in an Area of Environmental Concern pursuant to NCGS I I3A-118 -2L Excavation and/or filling pursuant to NCGS 113-229 Permit Number 23-22 Issued to Bell Investment Group LLC., 408 T ron Dr. Goldsboro NC 27530 Authorizing development in Carteret County at ad'. to Peletier Creek and Bogue Sound at 4700 South Shore Dr., in Morehead City , as requested in the permittee's application dated 9/23/21 MP- 1 2 3 and 11/22/21 (MP-4), including attached work lan drawings (5), Ci-05 all dated 1/19/22. This permit, issued on March 9, 2022 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Excavation 1) In order to protect juvenile shrimp and finfish populations, no excavation or filling shall be permitted between April 1 and September 30 of any year without the prior approval of the Division of Coastal Management, in consultation with appropriate resource agencies. 2) No excavation shall tape place outside of the area indicated on the workplan drawings. 3) Excavation shall follow a taper cut and shall not exceed -5 feet below the normal low water level. In no case shall the depth of excavation exceed the depth of connecting waters. 4) The temporary placement or double handling of excavated or fill materials within waters or vegetated wetlands is not authorized. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2025 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEQ and the Chair of the Coastal Resources Commission. r Braxton C. Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Bell Investment Group LLC. ADDITIONAL CONDITIONS Permit No. 23-22 Page 2 of 5 5) No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh or surrounding waters. 6) No excavation shall take place within 10 feet of any Coastal Wetlands or as depicted on the attached workplans, whichever is greater. 7) All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the National Response Center at (800) 424-8802 and provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed. Dredge Material Disposal 8) No dredge material shall be placed within 30 feet of the normal high-water line, except that which will be used to backfill the area behind the permitted bulkhead. 9) All excavated materials shall be confined above normal high 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. The barriers shall be maintained and functional until the site is graded and stabilized. 10) Dredge material from the authorized dredge footprint shall be dewatered before use as backfill. 11) The dredge material disposal area shall be inspected and approved by a representative of the Division of Coastal Management prior to the commencement of any dredging activities. Maintenance Clause 12) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of any maintenance excavation work authorized by this permit, and such notification shall include: A. The number of the original permit. B. A statement that no dimensional changes are proposed. C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the area to be used for dredge material disposal, and the estimated amount of material to be removed. The location, design and holding capacity of the dredge material disposal site shall be approved by a representative of the Division prior to the initiation of any maintenance dredging activities. D. The date of map revision and the permittee's signature shown anew on the original plan. Shoreline Stabilization - Bulkhead 13) The bulkhead alignment shall approximate the normal high-water level at the time of construction. 14) No vegetated wetlands or open water shall be excavated or filled, even temporarily. Bell Investment Group LLC. ADDITIONAL CONDITIONS Permit No. 23-22 Page 3 of S 15) The alignment of the authorized bulkhead shall be staked by the permittee and verified by a representative of the Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the alignment to be re -staked by permittee and verified by DCM within a maximum of 30 days prior to the new expected start of construction. 16) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles, . or other suitable materials approved by Division personnel. 17) The bulkhead shall be constructed prior to any backfilling activities. 18) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the structure. 19) The fill material shall be clean and free of any pollutants except in trace quantities. 20) Unless altered herein, all backfill material shall be obtained from a high ground source and confined behind the permitted bulkhead. Docking Facilities 21) 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 structure, whether floating or stationary, shall become a permanent part of these docking facilities without permit modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust waters without permit modification. 22) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the docking facilities. Any sewage discharged at the docking facilities 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. 23) Any portion of the permitted access piers and docking facilities built over wetlands shall not exceed six feet in width and shall be elevated a minimum of three feet above the wetland substrate as measured from the bottom of the decking. 24) 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 minimum, permanent reflectors shall be attached to the structure in order to make it more visible during hours of darkness or inclement weather. 25) This permit authorizes a maximum of 11 formalized boat slips located as shown on the drawing labeled C-2. The docking of vessels at any location not shown on the permitted drawings shall be considered a violation of this permit. Bell Investment Group LLC. ADDITIONAL CONDITIONS Permit No. 23-22 Page 4 of 5 26) The authorized covered platforms shall not be enclosed. Any material used on the sides shall not obstruct view and shall be permeable to air and water. Screen or wire on the sides along with benches are permitted. Lattice is specifically excluded from being used under this authorization. 27) The roof of the covered platforms shall not be designed for second story use. 28) 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. 29) The authorized structure and associated activity shall not cause an unacceptable interference with navigation and shall not exceed the dimensions shown on the attached permit drawings. 30) 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. 31) Should Lot 6 be sold prior to the initiation of construction of the docking facility assigned to Lot 5, the permittee shall obtain a written agreement from the new owner(s) waiving the minimum setback, and authorization to construct the portion of the docking facility assigned to Lot 5, within the property owner's riparian setback, and submit it to the Division of Coastal Management prior to initiating construction of the docking facility. Upland Development 32) 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 six (6) lot subdivision, road, retaining wall, and other associated infrastructure, all as expressly and specifically set forth in the attached permit application and workplan drawings. Sedimentation and Erosion Control NOTE: An Erosion and Sedimentation Control Plan may be required for this project if upland disturbance is greater than 1 acre. If required, the plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Contact the Division of Energy, Mineral and Land Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405 for this determination. 33) In order to protect water quality, runoff from construction shall not visibly increase the amount of suspended sediments in adjacent waters. 34) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses or properties. 35) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately landward of the bulkhead cap immediately following completion of backfilling activities. Bell Investment Group LLC. ADDITIONAL CONDITIONS USACE Conditions Permit. No. 23-22 Page 5 of 5 36) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein. The guidelines can be found at https://www.fws.gov/raleigh/pdfs/1\4anateeGuid6lines20l7,pdf General 37) The permittee is advised that additional authorizations from the Town of Morehead City shall be obtained, and a copy provided to the Division of Coastal Management prior to the initiation of any phase of construction. 38) 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. 39) All construction debris associated with the removal or construction of the permitted development shall be contained within the authorized project area and disposed of in an approved upland location. 40) The permittee and/or his or her contractor shall meet with a representative of the Division prior to project initiation. NOTE: The permittee is advised that if water utilities or new wells are required to service the authorized development, plans and specifications for all new waterlines should be submitted and approved by the Public Water Supply Section prior to the initiation of construction. Furthermore, water supply wells must be approved by the county in which the subject property is located, and local cross -connection requirements may be required. Public Water Supply can be contacted at (910) 796-7215. 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: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General Permit 198000291 (Action ID SAW-2021-02621). NOTE: The N.C. Division of Water Resources authorized the proposed project by way of Water Quality Certification No. 004627 and assigned the project DWR Project No. 2020-1153 v2. 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: An application processing fee of $400 was received by DCM for this project. This fee also satisfied the Section 401 application processing fee requirements of the Division of Water Resources. To: NC COASTAL MANAGEMENT 400 COMMERCE AVE MOREHEAD CITY, NC 28557 WE ARE SENDING YOU: 7 THE CULLIPHER GROUP, P.A. ENGINEERING & SURVEYING SERVICES HESTRON PLAZA TWO 1SI-A NC HWY 24 MOREHEAD CITY, NC 28557 P:(252) 773-0090 F:(252) 773-0243 Rif 0- -RM k A, k A FICA DATE 9/28/2021 JOB NO'. PM2940-001 ATTENTION Heather Styron RE: PELTIER POINT SUBDIVISION MAJOR CAMA APPLICATION PACKAGE COPIES DATE NO. DESCRIPTION APPLICATIONS PLANS NARRATIVE VICINITY MAP AGENT AUTHORIZATION PRE -FILING EMAIL DEED THESE ARE TRANSMITTED as checked below: El For approval []Resubmit _copies for approval El For your use E]Submit _copies for distribution RECEIVED R As requested ZFor review and comment El FOR BIDS DUE El PRINTS RETURNED AFTER LOAN TO US SEP 28 20'('1 REMARKS DCM-M14D CITY PLEASE CALL WITH ANY QUESTIONS. 252-499-2166 COPY TO SIGNED GINGERY. TURNER, PE nrrucUIox for NalorOwelepneMPonnn (last revised 12127/06) 9 North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicantl Landowner Information Business Name Project Name (if applicable) Bell Investment Group, Uc Peltier Point Applicant 1: First Name MI Last Name Thomas F. Bell Applicant 2: First Name MI ..... . ... . Last Name . ........ ....... ....... If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 408 Tryon Drive Goldsboro NC ZIP Country Phone No. FAX No. 27530 Wayne ext. Street Address (if different from above) City Skate ZIP Email 2. AgentlContractor Information Business Name The Cullipher Group, PA Agentl Contractor 1: First Name M11 Last Name Ginger Y. Turner Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State 151 A NC 24 Morehead City NC ZIP Phone No. 1 Phone No. 2 28557 252 - 499 - 2166 ext, ext, FAX No. Contractor # Street Address (if different from above) City State ZIP Email ginger@tcgpa.com <Form continues on back> ffisam 252-808-2808 :: 1 -888-4RCOAS"I" Form DCMI MP-1 (Page 2 of 4) Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Carteret 4700 South Shore Drive Subdivision Name City State Zip Morehead City NC 28557- Phone No. Lot No.(s) (if many, attach additional page with list) ext. a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project White Oak Peltier Creek/Bogue Sound c, Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ONatural ElManmade E]Unknown Bogue Sound e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ®Yes FINo work falls within. Town of Morehead City 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sclft) 1083 ft 2.51 ac c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or 8428, 10845, 10049, 7943, 9070, 30199 (square feet) NWL (normal water level) (If many lot sizes, please attach additional page with a list) 3,5'-4.0' ZNHW or RNWL e. Vegetation on tract Cedar, live oak trees and f. Man-made features and uses now on tract Existing home and accessory buildings recently removed, existing drive remains g. Identify and describe the existing land uses adjacent to the proposed project site. Existing single family residence adjacent to the west on Peltier and vacant single family west along Bogue Sound h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? PID (Attach zoning compliance certificate, if applicable) ®Yes E]No EINA j. Is the proposed activity part of an urban waterfront redevelopment proposal? RYes NNo k. Hasa professional archaeological assessment been done for the tract? It yes, attach a copy. E]Yes ®No RNA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a OYes E]No EINA National Register listed or eligible property? % E " %� f',A 11 V '- _ LJ <Form continues on next page> SEP 2-8 ZOZI DCM-MIAn 2 5 2 - 8 0 8 - 2 8 0 8 1 - 8 8 8 - 4 R C 0 A S w %m w. n c c oa s t a I in a n, a Fj e ni e n t. n e t Form DCM VIP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? E]Yes ®No (ii) Are there coastal wetlands on the site? RYes ®No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? E]Yes E]No (Attach documentation, it available) n. Describe exisbrig wastewater treatment facilities. Existing sewer system which served the existing single family residence ............. . o. Describe existing drinking water supply source. Existing municipal water service p. Describe existing storm water management or treatment systems. No existing stormwater management of treatment systems . . .... . ........ . . .. . . . .... .. . ... .. 5. Activities and Impacts a. Will the project be for commercial, public, or private use? DCommercial [:]Public/Government ElPrivatelCommunity b. Give a brief description of purpose, use, and daity operations of the project when complete. Gated private single family subdivision with proposed 12 slip marina, 2 per lot owner c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. Standard marine construction, barge, excavator, backhoe all stored onsite d. List all development activities you propose. Installation of water, sewer and other necessary utilites, pervious road, single family house construction, dredging Peltier Creek for installation of (6) 6' wide walkways each accessing two slips, a B'x 23finger and 12' x 16'covered gazebo. On Rogue Sound (6) 5' wide martini piers accessing 10' x 16' platforms are proposed and extend just past the existing riprap e. Are the proposed activities maintenance of an existing project, new work, or both? new work f. What is the approximate total disturbed land area resulting from the proposed project? 2.5 [:]Sq.Ft or ®Acres g, WdI1 the proposed project encroach on any public easement, public accessway or other area ElYes ZNo EINA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state, none proposed i. Will wastewater or stormwater be discharged into a wetland? E]Yes ZNo EINA If yes, will this discharged water be of the same salinity as the receiving water? E]Yes E]No EINA j. Is there any mitigation proposed? E]Yes E]No NNA If yes, attach a mitigation proposal. HFCEIVF _D <Form continues on back> Elm - 8 0 8 8 0 8 I -888-4R COAST w w w . n c c oa s t a I rn ii n a 9 2 5 2 - 2 . : Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additional Information 10'adoftl6ntothis completed application form, (MP-1) the following items below, If applicable, must be submitted in order for thoappliostion package to be complete. Items (a) — (9 are always applicable to any major development application. Please consult the application Instruction booklet on how to pnopedy 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 M600do' Lindsey Phone No. Address 400 TprinetseeAve, Morehead City, NC 26557 . . ................. . Name Joseph Logan Phone No, Address 4801 South Shore Drive, Unit #G5, Morehead City, NC 28557 Name Phone No. Address g., A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. LAMA General Permit #80668, 7/14/21 PW$ 21-00732. 9/8/21 h, Signed consultant or agent authorization form, if applicable. 1. Wetland delineation, if necessary. j. A signed AEC hazard notice forprojectsin oceanfront and Inlet areas, (Must be signed by property owner) k. public 8 statement compliance with Ih�N"C�Environmental anta' Policy Act �N C G I 3A I -� t1f�nece necessary. If 0el involves expendit uref pulicfundor a ofpubcIsndsachastte antdoCUMent n ancewith e North eolina EnvironmentalPolicy Act, 1. UefrITICarlOn 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 Date further certify that the information provided in this application is truthful to the best of my knowledge. . ......... I., zl) 2-0 Print Name Ginger Y. Turner, PCpn sultant Signature Please indicate application attachments pertaining to your proposed project. RDCM MP-2 Excavation and Fill Information EIDCM MP-5 Bridges and Culverts ODCM MP-3 Upland Development ZDCM MP-4 Structures Information RECEIVED IN ON 2U 2, -0, 0 8-2,91014 1 -8 8 8 -4 H. C 0 A S T vvww . no c 4,) �- .115 t a I arg a n 4� 0 FrA a kwt'. n o t Form ACM MP-2 111111111m, I 1111iIII A (Except for bridges and culverts) Attach this form to Joint Application for GAMA 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 252' 252' Width 136' Avg. Existing NA NA Depth Final Project -4 to -5NLW NA NA Depth 1. EXCA VA T1 ON ❑ This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. Fine sediments and silt 1460 CY G. (i) Does the area to be excavated include coastal wetlandsimarsh d. High -ground excavation in cubic yards. (CW), submerged aquatic vegetation (SAV), shell bottom (SB), 0 CY or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. EIGW EISAV [:ISB EIWL ENone (ii) Describe the purpose of the excavation in these areas: to provide adequate depths for proposed slips 2. DISPOSAL OF EXCA VA TED MA TERIA L [:1 This section not applicable . I a. Location of disposal area. b. Dimensions of disposal area. on site (high ground) G. (i) Do you claim title to disposal area? ®Yes E]No rINA (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. nCW EISAV FJSB OWL E]None (ii) Describe the purpose of disposal in these areas: use onsite if dredge material approved as fill material 2.5 acre upland site d. (i) Will a disposal area be available for future maintenance? E]Yes NNo EINA (ii) If yes, where? (i) Does the disposal include any area in the water? E]Yes NNo FINA (ii) If yes, how much water area is affected? ESM So 28 ZVI 25ZS08-2808 :: 1-888-411COAST :- www.riccoastah iafu 1 " q r12/26106 I __ !_ mj_eq en.t.n'-I or DCIVI MP--2 Pccavation and Fill, Page 2 of 2) 3. SHORELINE STABILIZATION 0 This section not applicable ,of development Is a wood groin, use MP — Structures) U. i yva ui tswivorm stabilization:. SBulkhead E]Riprap []Breakwater/Sill []Other:. c. Average distance waterward of NHW or NWL: 0 (field determine) e. Type of stabilization material: vinyl sheetpile g. Number of square feet of fill to be placed below water level. Bulkhead backfill Q Rlprap _ Breakwater/Sill - Other L Source of fill material. b. Length: JA§! Width: d. Maximum distance waterward of NHW or NWL: f. (1) Has there been shoreline erosion during preceding 12 months? DYes UNo [DNA (!I) If yes, state amount of erosion and source of erosion amount information, h. Type of fill material. 4, OTHAFRFILL ACTIWTIES 0 This section not app I !!cable ,(Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? MYes E]No [INA b. (I) Will fill material be placed In coastal wetlands/mamh MM If yes, (11) Amount of material to be placed in the water 0 (III) Dimensions of fill area 2,51 so tract (iv) Purpose of fill Raise site closer to flood elevation and provide separation to SHWT for infiltrating permeable pavement 5. 0ENERAL submerged aquatic vegetation (SAV), shell bottom (SB), o"r other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. CICW EISAV [JSB OWL MNone (0) Describe the purpose of the fill in these areas: a. How will excavated or fill material be kept on site and erosion b� What type of construction equipment will be used (e.g., drag I line, controlled? backhoe, or hydraulic dredge)? Temporary dikes proposed prior to filling Backhoe, excavator, clumptruck c. (I) Will navigational aids be required as a result of the project? d. (I) Will wetlands be crossed in transporting equipment to project []Yes J@No [INA site? []Yes [@No []NA (il) If yes, explain what type and how they will be implemented, (ii) If yes, explain steps that will be taken to avoid or minimize environmental Impacts, 09,213 1 2021, Ginger Y. Turner, PlE,- Consultant Dite ,a Ap Icant Name Peltier Point Subdivision t Sig ature Projer,t"N' a'me A plicant Sig ature , 02.1 252-806-2806 a. 1-8884FtC0AST l2i26100 Form ®CM 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 0 E VELOPMENT a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels. proposed. 6 lots 6 single family homes, 12 slip marina c. Density (give the number of residential units and the units per acre). 6 single family homes; 2.34 units/acre 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 EINo nNA (ii) If yes, list the date submitted: 9.23.2021 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. approximately 18% 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. 19.36% (low density project with pre-88 impervious) Describe proposed method of sewage disposal. Existing munipal sewer manhole located at the end of South Shore Drive proposed to be extened into the subdivision. 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). None proposed d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. 2.51 acres f. List the materials (such as mar], paver stone, asphalt, or concrete) to be used for impervious surfaces. pervious paver road, pervious concrete sidewalk 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? NYes E1No EINA (ii) If yes, list the date submitted: Express meeting 10.19.2021 k. Have the facilities described in Item (i) received state or local approvaP OYes RNo FINA If yes, attach appropriate documentation. m. Does the proposed project include an innovative stormwater design? ElYes ENo EINA If yes, attach appropriate documentation, RECEIVE) SEP 28 U21 DCM-MHD CITY 252-808-28082 . 1-888-4RCOAST :: www.11-ce.azteamfpt�jWrc_k�lrti7revi5ed: I 2/2,6106 F01111 DCM WIP-3 (Uphuld Developameat, Page 2 of 2) M, Describe proposed drinking water Supply source (e.g., well, community, public system, etc.) Existing 2" municipal waterline located on north side of South Shore Drive to be upgraded to 6" watermain extending into subdivision o. When was the lot(s) platted and recorded? n/a Date Peltier Point Subdivision Project Norne GingerY. Turner, :PE, - Consultant App1port Name n, (1) Will water be impounded? []Yes JRNo ONA (ii) If yes, how many acres? P. If proposed development Is a subdivision, will additional utilities be installed for this upland development? ®Yes E:]No EINA SAP 28 20 1J('01M—MHD CITY 252-808-2808 as 1-888-4RCOAST plat,110, —11-1.1-1 -A r-uvisod- 12/26105 Form DCM MP-4 L� Ll 9 ft1U-DWJ (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 E]Public/Government EPrivate/Community El This section not applicable b, (i) WHI the facility be open to the general public? E]Yes NNo G. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? E]Yes ®No (ii) Number 6(Peltier)v 6(Bogue) If yes: (iii) Length —83'-90(Peltier ); 32'-48'(Bo-que) (ii) Number (iv) Width 6'(Peltier): 5'(Bqggp) (iii) Length (v) Floating E]Yes NNo (iv) Width (v) Floating E]Yes E]No e. (i) Are Platforms included? Yes E]No f. (i) Are Boatlifts included? ®Yes E]No If yes: If yes: (ii) Number 12(Peltier ),• 6(Bqg1!p) (ii) Number 6 (future (iii) Length, 15'& 23'(Peltier); 16'(Bo-que) (iii) Length 16, (iv) Width .1.2'...& 8'(Peltier): 10'(Bogue) (iv) Width 14.5' (v) Floating E]Yes NNo Note: Roofed areas are calculated from dripline dimensions. g. (i) Number of slips proposed h. Check all the types of services to be provided. 12 El Full service, including travel lift and/or rail, repair or (ii) Number of slips existing maintenance service existing dock to be removed ❑El Dockage, fuel, and marine supplies 0 Dockage ("wet slips") only, number of slips: 12 El Dry storage; number of boats: 0 Boat ramp(s); number of boat ramps: El Other, Please describe: i. Check the proposed type of siting: [I Land cut and access channel ®Open water; dredging for basin and/or channel ElOpen water; no dredging required ElOther; please describe: k. Typical boat length: 40-50 rn. (i) Will the facility have tie pilings? ®Yes E]No (fl) If yes number of tie pilings? 19 j. Describe the typical boats to be served (e.g., open runabout, charter boats, salt boats, mixed types). open runabout, sailboats, 12over boats, sport fishing I. (i) Will the facility be open to the general public? E]Yes RNo F'?F ("A V F D SEP 28 Z021 DCM- MHL) CITY 252-808-2808 -: 1-tuft-411COAS'r WWW.-nc.co.a-s ta.l. rnaln a1lerne i st 1. 11 -elt revised. 12/27fO6 I'arna DCIVI UIP-4 (Structures, Pages 2 of 4) 2. DOCKING FACILITY/MARINA OPERATIONS 0 This section not applicable a. Check each of the following sanitary facilities that will be included in the proposed project. El Office Toilets [I Toilets for patrons; Number: _; Location: El Showers El Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. NIA c. Describe the disposal of solid waste, fish offal and trash. Individual trash can per lot (dock owner) ............... . ..... d. How will overboard discharge of sewage from boats be controlled? No sewer discharge allowed e. (i) Give the location and number of "No Sewage Discharge" signs proposed. None proposed (ii) Give the location and number of "Pumpout Available" signs proposed. N/A f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. No maintenance allowed g. Where will residue from vessel maintenance be disposed of? N/A h, Give the number of channel markers and "No Wake" signs proposed. 0 i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. No fuel onsite j. What will be the marina policy on overnight and live -aboard dockage? No live aboards allowed k. Describe design measures that promote boat basin flushing? Proposing dredging elevations promote positive drainage to channel If this project is an expansion of an existing, marina, what types of services are currently provided? N/A -D REGEM m. Is the marina/docking facility proposed within a primary or secondary nursery area? sEp 28 2.021 E]Yes ®No DCM-MM VVY 252-808-2808 :: 1-888-4RCOAS'1" i,evisod: -12/27106 Fortin DCM MP-(Structtires, Vli�ige 3 of 11) Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? [:]Yes HNo 0. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh(CW), submerged aquatic vegetation (SAV), shelf bottom (SIB), or other wetlands (WQ? If any boxes are checked, provide the number of square feet affected. [J CW _ EISAV nSB E1WL ®None p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? E]Yes NNo 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): ElCommercial E]Public/Government E]Private/Community (H) Number (iii) Length (iv) Width Note: Roofed areas are calculated from dripline dimensions. . ........... . — 4. GROIN (e.g., wood, sheelpile, etc. If a rock groin, use MP-2, Excavation and Fill.) N This section not applicable a. (i) Number (ii) Length (iii) Width . . .... . ..... ...... 5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable a. Length _ b. Average distance from NHW, NWL, or wetlands o. Maximum distance beyond NHW, NWL or wetlands 6. MOORING PILINGS and BUOYS Z This section not applicable a. Is the structure(s): b. Number ElCommercial E]Public/Government E]Pfivate/Community c. Distance to be placed beyond shorefine d. Description of buoy (color, inscription, size, anchor, etc,) Note: This should be measured from marsh edge, if present. e. Arc of the swing T. GENERAL SET 2 8 2021 Q(',W-MHQ ary, 252-808-2808, :- 1-888-411COAST :, wvvwjiccoastdn apaq 'r Q- 1, ev !Djtjierevised: 12/27106 Form DCM MP-4 (StrUctUres, Pago 4 of 4) a. Proximity of structure(s) to adjacent riparian property lines 1.5 ft to the Northewest (Peltier); 10 ft to, the Southwest (Bogue) Note: For buoy or mooring piling, use arc of swing inclucling, length of vessel. c. Width of water body —40V e. (I) Will navigational aids be required as a result of the project? Was 0No DNA (11) If yes, explain what type and how they will be implemented. b. Proximity of structure(s) to adjacent docking facilities. approx 75' d. Water depth at waterward end of structure at NLW or NWL varies -4 to -5.5 NLW 0, OTHER 1:❑1 1 This section not applical a. Give complete description: Upland development proposes six (6) single family lots and a private street accessing the residential lots and marina. Potable water and sewer disposal provided by the Town of Morehead City. Upland disturbance is approximately 2.5 acres. Within Peltier Creek the residential marina includes six docks, each with two boat slips (one with future lift), gazebo and platform. Also along the shoreline of Bogue Sound, six martini piers with platforms and steps to the water are proposed for each of the six lots, extending just past the existing riprap shoreline protection. The site proposes to dredge approximately 1,460 cubic yards below normal high water within Peltier Creek. There are no wetlands on site. During the dredging operation the spoils will be placed on site away from open water and sediment controlled by temporary berms and silt fencing. An additional 145LF of vinyl sheetpile retaining wall is proposed along the Inlet channel and tying into the proposed keystone wall along the north side of the tract, Applicant 419naNre RECEIVED 1KY 28 202) DOW-MM CITY roviseti, U/27106 Developer: Bell Investment Group, LLC Thomas F. Bell, Manager/Member 408 Tryon Drive Goldsboro, NC 27530 (919) 580-6247 ,�W - IT 0k /?, '°,110. iv 0400"0 Narrative 0. 7 4. 40 0 Peltier Point a tn I A Engineer: Ginger Y. Turner, PE 151-A Hwy 24 Morehead City, NC 28557 (252) 499-2166 PA a Peltier Point is proposed as a 6-lot single family subdivision including the construction of a private drive. The address is 4700 South Shore Drive, Morehead City and within the Town's planning jurisdiction. The tract is 2.56-acres, and no wetlands exist onsite. The land is owned by Bell Investment Group, LLC. The project has an adjacent riparian owner The existing impervious area was surveyed by Glenn E. Corbett, PLS of The Cullipher Group, PA. The survey is entitled Existing Conditions Survey dated 2021. The total existing Impervious calculated on the tract Is 8,876 square feet. County tax records indicate that the existing house was built in 1950, predating NCDEQ Stormwater regulations. The site drains both north and south into Peltier Creek and Bogue Sound, respectively. Given the proximity to SA waters a maximum impervious of 12% is allowed to remain a low -density project. We have utilized the density calculation method outlined in ISA NCAC 02H .1003(1)(b). This method allows an additional 12,298 square feet of Impervious, however maintaining the low -density permitting status. Infiltrating permeable pavement for the 1-year 2,4-hour storm event Is proposed for the private road, sidewalk and possibly each residential lot. Individual applications of permeable pavement for each lot will be the responsibility of the developer and maintained by the Permittee/HOA. Based on the soils report prepared by Land Management Group, there are portions of the permeable pavement where infiltrating permeable credit is not available. Those areas not receiving credit have been accounted for in the total built upon area for the development. The natural soils on the property are similar to Pactolus, Duckston, Hobucken, or Carteret soil series, moderate to poorly drained, seasonal highwater table at Elevation 2.3 with a Ksat of 0.85 inches/hour providing drawdown within 72 hours. The table below provides a summary of the existing/proposed impervious areas and amount of permeable pavement receiving pervious credit. Basin Information Existing BUA DralnagOAr�ea Drainage Area Permeable Pavement Permea I be Pavement Low Density Total, project '(P 1) (P 2 Receiving Stream Name Peltier Creek Peltier Creek Peltier Creek Peltier Creek Peltier Creek Bogue Sound Sound Bp&ueSound Bogue Sound— Bogue Sound Stream Class SB SB SB SB SB SA/HQW SA/HQW SA/HQW SA/HQW SA/HQW Stream Index Number 20-31-11 20-31-11 20-31-11 20-31-11 .............. 20-31-11 .20-36-(8.5) 20-36-(8.5) 20-36-(8.5) —109,592.62 20-36-(8.5) 20-36-(8.5) Total Drainage Area (sf) 9,118 100,474.62— 5,911 1,144 On -site Drainage Area (sf) 8,876 100,474.62 109,350.62 5,911 1,144 Off -site Drainage Area (sf) 242 0 242 0 0 Proposed Impervious Area (sf) 0 12,056 12,056 0 Existing BUA (sf) 9,118 0 9,118 0 —0 0 %Impervious Area (total) 1l00% 12% IiK% —o% 0% Page PM2s4o~uozPeltier Point Impervious Surface Area Existing BUA Drainage Area Low Density Drainage Area Total Project Permeable Pavement (Pi) Permeable Pavement (P 2) On -site Buildings (sf) 14,700 On -site Streets/Parking (sf) 5,231 No Pervious Credit On -Site Sidewalk (sf) 712 No Pervious Credit Pavement (sf) On -Site Seating (sf) On -Site Playground (sf) Off -site (sf) Erosion and Sedimentation Control Measures The following measures are proposed for the site. If itbecomes evident that additional erosion and sedimentation control measures are needed, they shall be installed immediately. It is intended that all grading and excavation activities within a certain area will be protected as soon as that activity iscomplete. I. Temporary Gravel Construction Entrance —Stone construction entrance will be used to reduce transport of sediment off site. 2. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on plans or as deemed necessary by the engineer toensure that off -site sedimentation iscontrolled. 1 Seeding —AU disturbed areas will be seeded within 7 days (HQVV zone) following construction in accordance with the seeding schedule shown onthe plans. 4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to trap sediment and prevent from the sediment moving offohe. Erosion Control Specifications I. Temporary Gravel Construction Entrance: a. Clear the area ofvegetation and grade for positive drainage. b. Install geotexti|efabric and place stone tmthe required dimensions. c. Use l°to3"stones, free offines. 2. Sediment Fence a. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified bythe manufacturer orsupplier asconforming tmthe requirements inA3TK8D 6461. b. Posts for sediment fences should be 1.25 lb/linear foot minimum steel with a minimum length of 5 feet and projections tofacilitate fastening the fabric. c For reinforcement ofstandard strength filter fabric, use wire fence with a minimum 14gauge and a maximum mesh spacing nf6inches. DCM--MIID CITY Page 3 mx2940-0ozPeltier Point Specifications for Sediment Fence Fabric: Temporary Silt Fence Material Property Requirements* Test Material Units Supported Silt Fence Un-Supported Silt Fence Type of Value Ultraviolent Stability ASTM D 4355 % Retained Strength 70% After 500h of Exposure 70% After 500h of Exposure Typical *From Erosion and Sedimentation Control Manual Table 6.62b Maintenance Plan 1. All mmainn and sediment control measures shall be checked for stability and effective operations following every runoff producing rainfall event o/ at least once per week. Repairs required shall be completed immediately to the dimension and functions indicated omthe plans. 2. Sediment shall be removed from behind the sediment fencing when it beonmesW.5 feet deep atthe fence. The fence shall be replaced or repaired asnecessary to maintain a barrier. 3. All seeded areas shall be fertilized, seeded and mulched within 7 days of disturbance. Disturbed areas shall 6efertilized, reseeded and mulched as necessary according to the Contract documents to establish and maintain a dense vegetative cover. Construction Sequence 1. Install stone construction entrance. 1 Install silt fencing atspecified locations. I Clear and grub the site, whQeprotecting the existing shoreline. 4. Where designated on the plans, excavate a minimum 1.0 feet of existing material and backfill with, clean sand per soils report for infiltrating pervious pavement. Excavated surface materials shall beexported away from the infiltration areas. 5. Construct and stabilize perimeter dike along the shoreline prior tamass filling the site. If ret/uctod and backfi||edprior tmmass filling the site, teomporarydikes must beconstructed along the |en�f��f�/�|H"eededto 0 DEP 28?02y DCM-M����� � '_~�" Page PM2940-001 Peltier Point divert runoff and avoid sediment from entering the wa:torbwdieo. Construct temporary diversion ditches and sediment cops. §. Begin filling the site and grading to drain towards temporary diversion ditches and proposed sediment traps. Rough grade site and street. Continue, filling the site tmthe proposed grades. 7. Rough grade the proposed road. Grade and maintain a maximum 2% slope at pervious pavement subgracle, Locations that exceed the 2% must achieve the maximum slope by terracing or constructing permanent barriers at terraces. Q. Prepare the building pads and begin building construction. 9. Install utilities. (water, septic, electric, etc.) 10. Seed and mulch all areas of disturbance not to be paved within 7 days of land disturbance. 11. Fine grade site and street. 22. Place aggregate bases per the detail and protect the surface of the base aggregate with permeable geotextile and an additional two inches thick layer of the same base aggregate over the geotextHe in areas of construction traffic. |na1mU observation well as shown on the plans and provide protection during construction. Construct concrete edge restraints. 13. Remove stone construction entrance. 14. Pave public right ofway portion ofSouth Shore Drive. Once construction traffic has ceased and adjacent soils are vegetated, remove the geotextile and soiled aggregate and install the remainder of the PICP pavement structure per the plans. if additional construction traffic uses the installed PICP system, surface must be protected with a woven geotextile and minimum of 2 in,ches of ASTM No. 8 open -graded aggregate layer. Upon completion, the area protected shall be vacuumed with a machine capable of removing one -inch wfstone from, the joints or until no traces of sediment is present. Fill the joints again with clean stones and sweep P|[Psurface clean. Pavement should betested 1uverify infiltration rates 15. Perform final grading, seed and mulch all remaining disturbed areas. 16. Remove silt fence and temporary sediment traps. Regradeany eroded areas and remove any accumulated sediment. Design Assumptions RF 1. Design storm is m tenyeaforemuimncnmtno]measures. —~~`Vcu) Z. The rational method was used for the design. Coastal StarnnwuterRegulations The North Carolina Division of Environmental Management implemented cuay�J�t��n�V����reQo|at�on� in coastal counties on January 1, 1988, and most recent codified effective January 1, 2017. These regulations are detailed in 15 NCAC 02H.1019 Coastal Counties. These rules allow for a development to be considered under various options. This project is submitted for approval consideration under Low Density Development per 15A NCAC 02H,1003(2), calculating project density per 15A M[ACOZH.1O03(1)(b) and permeable pavement designed per 15A NCx[ 02H.1055. Coastal Management The site proposes tmdredge approximately 1,460cubic yards below normal high water within Peltier Creek. There are mowetlands onsite. During the dredging operation the spoils will be placed on site away from open water and sediment controlled bytemporary berms and silt fencing. Upland development proposes six (6) single famPy lots and a private street accessing the residential lotsand marina. Potable water and sewer disposal provided bythe Town of Morehead Uty. Upland disturbance isapproximately 2.5 acres. Within Peltier Creek the residential marina includes six docks, each with two boat slips (one with future lift), gazebo and Page pMz940-00zpeitie,Point platform. Also along the shoreline o[8ogme5oumisixnnartinip|eowithp|atformsamdstepy0othewatermrepmposedfor each of the six lots, extending just beyond the existing riprap shoreline protection. Dimensions listed imthe table below: Type N'umber Length Width Boat slip (future lifts) 6 48' 14' Martini Pier Platform 6 L:!�:=' 10, CAMA Statements w The project proponent hereby certifies that all information contained herein is true, accurate, and complete tothe best mfmyknowledge and belief. w The project proponent hereby oequeststha the certifying authority review and take action onthis CVVA4O1 certification request within the applicable reasonable period of time. �� �E������� _ ~°�/ lag 6 ? 4; r " S W a r- i F' r � � �fi r E Dji'wm� � t� df o � �� 5 � LL1 � ,, �M J a tw W � ifl req r u ra r uJ w'3 �r �1 6fd s try .• v d f G W :Y 1 "r yyr r, let 1 va r-.-� f m Cl)✓y !, i1j AGENT AUTHORIZATION FOR LAMA PERMIT APPLICATION Name of Property Owner Requesting Permit: Mailing Address: 408 Tryon Drive Goldsboro, NC 27530 Bell Investment Group, LLC Phone Number: 919-580-6247 Email Address: tomfbellco@gmail.com I certify that I have authorized The Cullipher Group, PA Agent / Contractor to act on my behalf, for the purpose of applying for and obtaining all LAMA permits necessary for the following proposed development: Peltier Point at my property located at Carteret In 4700 South Shore Drive. Morehead City, NC 28557 County. / furthermore certify that / am authorized to grant, and do in fact grant permission to Division of Coastal Management staff, the Local Permit Officer and their agents to enter on the, aforementioned lands in connection with evaluating information related to this permit application. Property Owner Information: Signature Thomas F. Bell Print or Type Name Manager/Member of Bell Investment Group, LLC Title RECEIVED Date S[P 29 21M This certification is valid through. 9 1 / 2022 Contact Name * Ginger Turner Contact Email Address* ginger@tcgpa.com Project owner* Bell Investment Group, LLC Project Name * Peltier Point Project County* Carteret Owner Address: Street Address 408 Tryon Drive Address Line 2 City Goldsboro Fbstal / Zp Code 27530 Is this a transportation project? r Yes r- No Type(s) of approval sought from the DWR: r 401 Water Quality Certification - F 401 Water Quality Certification - Regular Express r Individual Permit r Modification F— Shoreline Stabilization Does this project have an existing project ID#? r Yes r No state! Rovince / Paglon NC Country us Do you know the name of the staff member you would like to request a meeting with? no Please give a brief project description below and include location information.* Upland development to include the construction of six single family residences and an access, The extension of South Shore Drive is proposed as permeable pavement. Site to be filled several feet to maintain separations between permeable pavement and seasonal high-water table. Municipal water and sewer to be extended into the development. A twelve -slip marina is proposed in Coral Bay/Peltier Creek on the north side of the parcel. It is unknow at this time if any maintenance dredging will be required. SEP 28 ?021 DCM-WiD CITY By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: a This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. 0 1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. . I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature * Submittal Date 811812021 no= OC-M-MHD CITY If THE CULLIPHER GROUP, P.A. ENGINEERING & SURVEYING SERVICES September 23, 2021 Marjorie Lindsay 400 Tennessee Ave. Morehead City, NC 28557 Joseph Logan 4801 South Shore Drive, Unit #G5 Morehead City, NC 28557 RE: Peltier Point Subdivision Major LAMA Permit Application Morehead City, NC 28557 Adjacent Riparian Owners, Enclosed you will find a copy of the submittal package for a Major CAMA Permit Application for the above referenced project. The property is being proposed as a gated six -lot single family subdivision, including a 12-slip marina (two slips per lot owner) along Peltier Creek and 6 piers, without slips, along Bogue Sound. As adjacent riparian landowners you have, thirty days upon receipt of this notice to submit comments of the proposed project to the NC Division of Coastal Management. Sincerely, Ginger Y. Turner, PE HESTRON PLAZA TWO 151-A NC HWY 24 MOREHEAD CITY, NC 28557 (252) 773-0090 Please send any comments to: NC Division of Coastal Management Heather Styron 400 Commerce Avenue Morehead City, NC 28557 (252)808-2808 Ext 216 . 0 "tJ1411911rot 10! lik"i CQ40 00. �P.0ov:E8*0% SPAL T_; 36 970 NE4e TO ME= DC_"D CITY 117 IBM= FYI Ln ir Postage ..... . . ..... ]ZI Certified Fee Relurn Hecelpt Fee (Endorsement Required) . .... . .... - - ------- Restricted Delivery Fee 7 (Enclorsernani ReqUired)� .. .. ........ . .. . ...... .......... C:3 Total Postage & Foos $ Y0. V.V -------- 1....... E:J Street, Apt. No.;— F*- or PO 80X No. ------------- ..................... ED Ln FOR REGISTRATION REGISTER OF DEEDS Karen S. Hardesty Carteret County, NC January 14,2021 1,33:03PM DEED # Pages, 3 Fee,$26.00 NC Revenue Stamp: $5,300,00 FILE # 1704067 nECEIVED C�� � ')CM-MHD CITY NORTH CAROLINA GENERAL WARRANTY DEED Excise Tax: $5,300,00 Parcel Identifier No. 63% 15,62,5613.000 Verified by County on the _ day of '20— By: Mail/Box to: jamos W. Thompson, III, Morehead City, N.C. This instrument was prepared by: Wh4teatidAllcil,PA,POBox7]2,Moi,eii dCjty,NC2 557 (without title. exam) Brief description for the Index: THIS DEED made this 13th day of January 2021 )by and between GRANTOR CROATAN INVESTMENTS CO., LLC 805 Front Street Beaufort, NC 28516 GRANTEE BELL INVFSTMENT GROUP, LLC 408 Tryon Drive Goldsboro, NC 27530 Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e,g. corporation or partnership. The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. WITNESSETH, That the Grantor, for a valuable consideration paid by the Grantee, the receipt ofNvhjch is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land or condominium unit situated in the City of Morehead City Morehead Township, Carteret County, North Carolina and more particularly described as follows; SEE EXHIBIT "A" ATTACHED submitted electronically by "3ames W. Thompson III, PC" in compliance with NorthCarolina statutes governing recordable documents and the terms of the submitter agreement with the Carteret county Register of Deeds. The property hereinabove described was acquired by Grantor by instrument recorded in Book 1649 page I -9c) All or a portion of the property herein conveyed — includes or X does not include the primary residence of a Grantor. NC Bar Association Form No. 3 (D 076, Revised 0 1ti/2010,2013 This standard form has been approved by: Printed by Agreement with the NC Bar Association North Carolina Bar Association— NC Bat Form No. 3 A map showing (lie above described property is recorded in Plat Book 33 page 6 TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee Simple. And the Grantor covenants with tile Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons whomsoever, other than the following exceptions: Current year's ad valorem (axes, public, utility easements and unviolated covenants of record. IN WITNRSS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written. .CROATAN FWESTMUMWS-CQ.LLC (SEAL) �(En(ity N e) Print/Type Name: By: = 4 (SEAL) Print/Type Name & Title- Walter D, Brady, Manager .... ....... ..... ... Print/Type Nome: By: Printfl'ype Nome& Title: By: Print/Type Name & (SEAL) Print/Type Name: (SEAL) PrinUType Name: State of - County or City of 1, the undersigned Notary Public of the County or City of and State aforesaid, certify that personally appeared betbre me this day and acknowledged (lie due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial stamp or seal this day of 120, RECEIVED My Commission Expires: (Affix Seal) No(ary's Printed or Typed Name 4. 0(;M-MHD CITY State of North Carolina — - County or City of Carteret otary Public 1, the undersigned Notary Public of the County or City of Carteret and State aforesaid, certify that Walter D. Brady personally came before me this day and acknowledged that —he is the Manager of Croatan Investment Co., LLC a North Carolina or -sarpai*49R/limited liability company/ (strike through the inapplicable), and that by authority duly given and as the act of such entity, _he signed the foregoing instrument in its name on its behalf as its act and deed. Witness my hand! and Notarial stamp or seal, this 13tWay of Januaa!y 2o 21. U W—d My Commission Expires:^ 7/17/2024_ --16nisi- Lewis Notary Public 0 tj Notary"s Fringed or Typed Name (Affix Seal) %4s� ,, ELeiA, 4,,� 'S HC Bar Association Form No. 3 0 1976, Rovis0jqj/1/20j8 2U13 Printed by Agreement with the NC Bar Associat•� 01 T This standard fonn has been appravcd by: North Carolina Bar Association — NC Bar Fonn No, 3 W� s 10,1011 i Located In the Town of Morehead City and having a street address of 4700 South Share Drive, Morehead City, NC and more particularly described as follows: Being all of that property as shown on that plat entitled "Boundary Survey for Closing Morey Polnt„ prepared by The Cullipher Group, P.A., dated 08/29/19 and recorded In Map Book 33, Page 856, Carteret County Registry. The property is identified on said plat as `Total Area = 231 Acres" and specifically Includes the area Identified on the plat as NCPIN 636615624535000" and "NCPIN 63661962243500T. Also conveyed are all littoral and riparian rights associated with the part of the property adjacent to Bogue Sound and Coral Bay, The above property Is all of that property as shown In the deed to Patty Morey recorded In Book 1332, page 366, Carteret County Registry. Patty Morey died March 6, 2017 and the Grantors are her beneficiaries as described in her will filed In Carteret County Estate file 17-E-153. The above property also contains all that property conveyed to Grantors by Deed recorded in Book 16�27, page 009, Carteret County Registry. For back reference see Deed Book 12, page 530. This being the same property conveyed to Grantor in that deed recorded in Deed Book 1649, Page 150, Carteret County Registry. l.-)CWMH0CITY MAJOR PERMIT FEE MATRIX A 1icant: ,4�' !' N .. LL C. 7IROWtA 5 Selection Development Type Fee DCM % (14300 1601 4351000931625.6253) DWQ % (24300 1602 438100095 2341) 1. Private, non-commercial development that does not $250 100% ($250) 0% ($0) involve the filling or excavation rof any wetlands or open water areas: H. Public or commercial EJ development that does not. $400 100% ($40.0) 0% ($0) involve the filling or excavation of any wetlands or -open water areas: Major Modification to a $250 100% ($250) 0% ($0) CAMA Major permit III. 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, or D below applies: III(A). Private, non- commercial development, if $250 100% ($250) 0% ($0) General Water Quality Certification No. 4097 (See attached) can be applied: itl(B). Public or commercial - - development, if General $400 100% ($400) 0% ($0) Water Quality Certification No. 4097 (See attached) can be a -lied. III(C). If General Water Quality Certification No. $400 60% ($240) 40% ($160) 4097 (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 a uatic life: ill(D). If General Water El Quality Certification No. $400 60% ($240) 40% ($160) 4097 (see attached) cannot be applied: IV. For development that El involves the filling and/or . $475 60% ($285) 40% ($190) excavation of more than one acre of wetlands and/or open water areas: i — r SOUNN �I 101 F HIVE s' ($� 50 25 50 100 SCALF. i = 50' 16oo ZONES ersNc � re T izoo3 � a k IIIi�,�i� II a�.to: °f?�s,.•, __ 7 t• i—u�I Ir �J I II' � � � ' SOGUE BOUND TD I Ol O /i I � O` Iy. C_ BOGUE SOUND' NO WETLANDS] EXIST ON SITE SEAL 9`•� 369TO _ nuluml"" GING � It �. '8'URNER, P.B. -- RECEIVED i T `2,8'?VI p)C M-MHO CITY REVISIONS: ENLARGED MARINA (kFLT IF CRFFK) s"R°<%°� PELTIER POINT l 'ae SEAL r 9 MUREHEAD CITY CAk lFREI COUNTY NOR7H CARUI.INA 30 Is 0 so so - ': 36970 = P 1 h ULLI.A.. _WHLR GROUP 1Tc ENGINEERING (C INIEERINY&QSURVEYING SERVICES UAr GG77llNNll,»,,11,,,—MM.____ SORCHAD CITY, N C 28557 SCALE:( so' "%R„Y,,,,(I ULNG R TURNER, P.E. (252)/T3-0090 LICENSE NO. C-4482 ,CAI f : - F�000 zoNE ' -.T BOGUE SOUND HI HI11r1i(iiii SEAL i 36970 y IlllLo2l unnHmu� 4(G31NRGR TURNER, P.C. --- SEf' 28 2071 Gi('M-MHD CITY REVISIONS; 1 PIER PLAN 113011E SOUNDI PELTIER POINT MOM HE.AU CITY CARTERET COUNTY NORTH CAR OL INA 151A HIGHWAY 2A MORE HF,AU CITY, N.C. 28557 12521'1'1'J-(1080 LICENSE N0. C--1 - : - x�° - _ - --- fz E k CHANNEl Di SND 1 I3 SOUi t 1 I DRI CFLLK >� s r"Y Ys [ � 1 z , II i r, 1 _ _ SL4 G LLGCNo Olt fIe.VM1A YV�f.9N3oDtl x,Fa" -- „ e — trt�., e.ix a: rvraa<co coxcAs,e Pvr. ___- _._ -.- ,:. : �... _ r "... ,•' REV SIGNS: r ax s BOGUE SOUNU UPLAND GRADING PLAN BAR°< PELTIER POINT �•, MOREHL_AD Cil"Y CA ...... COUNTY NOI�I'II CAf?OLINA c, uuu xi SEAL _ 36970 _ -- 4G PO 0 40 e0 ? _° p ry THE CULLIPHFR CROUP, F.A. C--4 �IN�� eke ` ���j-1 �t�. �� yn I2� I�4, EN NNERRING & SUHVPYING SCRVICM DALE: N t 151A HIGHWAY 24 ----- SCALE. r 40' ni H no"" � C?IN® .Ib TURNER, h.E. rz°zi"� �a ooeoTr. n c 11,111II rase no. c-aaez Scnln F:1 � 4_. ' Y. G R 6:d, E I VED o r_.._I_.....-I DREDGING PLAN wunnnu �NCARo7'', SrC'd2021 PELTIER POINT rJ(.6/-MHD crry MORE HE AD CITY CARTERET COUNTY NOR TIT CAROL. INA ? SEAL a — GROUP, P.A. THE CIll 20 Io o zo as = 36970 = '• C�R p `�jj'C,�M,..\ I RVE ENGINFJGHi A ft SUI2VCYING SERVICES 151A HIGHWAY 24 ppTT; ._ _ r MOHFHEAD CI TY, NC 28 1 I2521'I'13-0090 LICENSE; NO. _9� _2. SCALE: SCALE: 1 •= zo Irn nog (SING R 'PURNSR, P.R. C-4482 2„ ILL CONCRETE CAP WALER AS NEEDED INYL SHEETPILE RAP SHE SKI.INF PROTECTION STAKED BY NCDCM PEf T HL INIALLLD LANDWARD OF III —III WETLAND VEGETAFI ON AND MAY E%CEED A AN ]MUM DISTANCE 10 VEET WATERWARD OF NH _ -...._ S CAI.E: .NOT VINYL. RE.IAINING WALL PROPOSED STRUCTURE IT ._r F11L 20 10 0 20 40 �� ! ! I I I L-I I I I I SCALE:I- 20' SEAL y` 36970 �G ' - - - GIN(' � R TURNER, I.E. 21 BECK III ...............-.. _............_._ STR[NGERS d'INEATEO TIMBER PILES WETLA MIN 8'f:M13LOMFNT MARSH SCALE NOT TO SC -.-......... _._ .............._ I Xf D WOOD DUCKS RECEIVED SEP 26 ?.021 Ek S"EITPILE RETAINING WAIL (1t.IM-mi,9C)C1TY' LAMA GPn60656 CITY -10 REVISIONS: � � rva rtrT o F ovs CROSS SECTION OF PROJECT PELTIER POINT MO R4 HEAD CITY CAR I R E I CO II N T Y NOR TN CAR I I NA 151A HIGHWAY 24 MO TIN DNA O CITY, N.G.2855'I _21773-0090 LICENSE N0. C-4482