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HomeMy WebLinkAbout19920260 Ver 2_CAMA Application_20180423ROY COOPER Governor MICHAEL S. REG SecrAN ry Coastal Management BRAXTON C. DAVIS ENVIRONMENTAL QUALITY Director April 19, 2018 MEMORANDUM: 9161 �- TO: Karen Higgins v �' DEMLR/ Div. of Water Resources APR 2 3 2018 FROM: Gregg Bodnar Major Permits Processing Coordinator �E &BUFFER PERMi SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Discovery Diving Company Inc. Project Location: 414 Orange St. Beaufort NC Proposed Project: Dredging, reconfiguration and expansion of an existing 37 slip marina Please indicate below your agency's position or viewpoint on the proposed project and return this form by May 10, 2018. If you have any questions regarding the proposed project, please contact Gregg Bodnar, Permit officer at (252) 808-2808. 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 State of North Carolina I Environmental Quality I Coastal Management Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557 252 808 2808 ®CM NIM APPLICATION for Major Development Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) Discovery Diving Company, Inc. Discovery Diving Marina Expansion Coastal Planning Services, Inc. Applicant 1: First Name MI Last Name Agent/ Contractor 1: First Name Debora S. Boyce Kathy Applicant 2: First Name MI Last Name Agent/ Contractor 2: First Name n/a n/a n/a n/a If additional applicants, please attach an additional page(s) with names listed. n/a Mailing Address PO Box City PO Box State 414 Orange Street Beaufort 827 NC ZIP Country Phone No. Phone No. 1 FAX No. 28516 USA 252 - 728 - 2265 ext. 252 - 728 - 2581 Street Address (if different from above) City State ZIP n/a n/a n/a n/a- Email City State dive@discoverydiving.com n/a 2. Agent/Contractor Information Business Name Coastal Planning Services, Inc. Agent/ Contractor 1: First Name MI Last Name Kathy B. Vinson Agent/ Contractor 2: First Name MI Last Name n/a n/a n/a Mailing Address PO Box City State 827 Morehead City NC ZIP Phone No. 1 Phone No. 2 28557 252 - 240 - 9297 ext. 252 - 354 - 4916 ext. FAX No. Contractor # 252 247 5875 n/a Street Address (if different from above) City State ZIP n/a N/A n/a n/a - Email kbvinson@ec.rr.com <Form continues on back> RECF.WED MAR 2 2 2018 DCi j- MHD CITY 252-808-2808 .. 1-888-4i COAST .- w:ww.nceoastaimanagement.net Form DCM MP -1 (Page 2 of 5) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Carteret 414 Orange Street n/a Subdivision Name City State zip n/a Beaufort NC 28516 - Phone No. Lot No. (s) (rf many, attach additional page with list) 252 - 728 -2265 ext. n/a, a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project White Oak Town 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 Newport River e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ®Yes []No work falls within. Town of Beaufort 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 240' 30,797 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or Site consists of two parcels measuring 27,399 sf and 3,398 NWL (normal water level) sf, I 1 10' ®NHW or ❑NWL (if many lot sizes, please attach additional page with a list) e. Vegetation on tract Trees, landscape vegetation, coastal marsh. f. Man-made features and uses now on tract Existing marina and associated commercial building and parking area. g. Identify and describe the existing land uses adjacent to the proposed project site. Commercial to the west, residential and commercial to the east. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? B -W Business Waterfront (Attach zoning compliance certificate, if applicable) ®Yes ❑No [INA 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? n/a 1. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes [:]No [INA National Register listed or eligible property? <Form continues on next page> V m. (i) Are there wetlands on the site? ®Yes []No (ii) Are there coastal wetlands on the site? ®Yes []No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No (Attach documentation, if available) !� 252-808-2808 .. 1-888-4RCOAST :: www.nccoastalmanagement.ne Form DCM MP -1 (Page 3 of 5) n. Describe existing wastewater treatment Central sewer (Town of Beaufort). o. Describe existing drinking water supply source. Central water (Town of Beaufort). p. Describe existing storm water management or treatment systems. None. APPLICATION for Major Development Permit 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The project will provide commercial docking space and water access for customers of Discovery Diving Marina. 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. One barge with platform and pile driving equipment will be used for dock installation. Dredging will be accomplished by a "bucket to barge" system, using a backhoe and dump truck. Barge will be stored in deep water in Town Creek, with the truck stored on high ground. d. List all development activities you propose. Marina expansion to include maintenance dredging, dock extension, construction of 16 additional slips and associated platforms, new finger piers and tie pilings, and placement of riprap to reinforce and cover existing bulkhead. 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? maximum of 2500 sf for rock overlay of existing bulkhead ®Sq.Ft or ❑Acres g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes No [INA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. Stormwater sheet flow into Town Creek. L Will wastewater or stormwater be discharged into a wetland? 0Yes ®No [INA 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 [INA If yes, attach a mitigation proposal. <Form continues on back> 6. Additional Information % If In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for th pplicz, package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the appin instruction booklet on how to properly prepare the required items below. Zak�.^ a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present stfflffs of the, proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawingi&istingfth between work completed and proposed. r 252-808-2808 -. 1-888-4RCOAST .. wrww.nccoastaimanagement.net Form DCM MP -1 (Page 4 of 5) APPLICATION for Major Development Permit 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 Town of Beaufort Phone No. 252-728-2141 Address 701 Front Street, Beaufort, NC 28516 Name Beaufort Partners, LLC Phone No. Address P.O. Box 14165, New Bern, NC 28561 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. CAMA 72-92 issued to Discovery Diving, Inc. on 12/3/92, renewed on 1/19/96, modified on 1/26/98. CAMA 2-83 issued to Discovery Diving, Inc. on 1/17/83, modified on 2/21/83. 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. 1 7. Certification and Pennission to Enter on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date March 20, 2018 Print Name _Kathy B. Vinson, agent U o ^> Signature � =' Please indicate application attachments pertaining to your proposed project. �= ®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts o� ❑DCM MP -3 Upland Development mom -110 252-808-2808 -: 1-888-4RCOAST :: www.nccoastaimanagement.net qJ Form DCM MP -1 (Page 5 of 5) ®DCM MP -4 Structures Information APPLICATION for Major Development Permit �"'CEIVED MAR .lr � Am, 252-808-2808 .. 1-888-4RCOAST :: www.nccoastaimanagement.net Form DCM MP -4 STRUCTURES (Construction within Public Trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. , 1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public? ®Commercial ❑PubliclGovernment ❑Private/Community ®Yes [--]No c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ®Yes ❑No (ii) Number one - extension of existing dock If yes: (iii) Length 82' (ii) Number 16 new (iv) Width 10' (iii) Length 30' (v) Floating ❑Yes ®No (iv) Width 4' (v) Floating []Yes ®No e. (i) Are Platforms included? ®Yes []No f. (i) Are Boatlifts included? []Yes ®No If yes: If yes: (ii) Number 2 new (ii) Number n/a (iii) Length 10710' (iii) Length n/a (iv) Width 1487 irregular: 28' on north. 15' on south (iv) Width n/a (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. 16 additional slips for a total of 53 slips. ❑ Full service, including travel lift and/or rail, repair or (ii) Number of slips existing maintenance service 37 ❑ Dockage, fuel, and marine supplies ® Dockage ("wet slips") only, number of slips: 16 new slips for total of 53. ❑ Dry storage; number of boats: ❑ Boat ramp(s); number of boat ramps: ❑ 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' to 45' m. (i) Will the facility have tie pilings? ®Yes ❑No (ii) If yes number of tie pilings? 18 of 52 pilings to remain, plus 51 new pilings for a total of 69 pilings j. Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). Mixed types. I. (i) Will the facility be open to the general public? ®Yes []No 2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable] 252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised: 12/27/06 Form DCM MP -4 (Structures, Page 2 of 4) a. Check each of the following sanitary facilities that will be included in the proposed project. ❑ Office Toilets ❑ Toilets for patrons; Number: ; Location: ❑ Showers ❑ Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. Pump -out, Town of Beaufort sewer c. Describe the disposal of solid waste, fish offal and trash. Trash cans/dumpster. d. How will overboard discharge of sewage from boats be controlled? Discovery Diving Marina prohibits overboard discharge of sewage. e. (i) Give the location and number of "No Sewage Discharge" signs proposed. Two existing signs are located midway of dock. Signs face in opposite directions. (ii) Give the location and number of "Pumpout Available" signs proposed. Two existing signs are located midway of dock. Signs face in opposite directions. f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. n/a g. Where will residue from vessel maintenance be disposed of? n/a h• Give the number of channel markers and "No Wake" signs proposed. 16 signs located adjacent existing docks. i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. n/a j. What will be the marina policy on overnight and live -aboard dockage? Marina allows overnight and live -aboard dockage. k. Describe design measures that promote boat basin flushing? Areas to be dredged will not be deeper than connecting waters. I. If this project is an expansion of an existing marina, what types of services are currently provided? Dockage, wet slips only. m. Is the marina/docking facility proposed within a primary or secondary nursery area? ❑Yes ®No n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? ❑Yes ®No o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ®CW 0 ❑SAV ®SB 0 RECENED OWL ❑None APR p 6 2018 U," 252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06 Form ®CM MP -4 (Structures, Page 3 of 4) p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. n/a 3. BOATHOUSE (including covered lifts) ®This section not applicable a. (i) Is the boathouse structure(s): ❑Commercial ❑Public/Government ❑Private/Community (ii) Number (iii) Length (iv) Width Note: Roofed areas are calculated from dripline 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 (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 c. Maximum distance beyond NHW, NWL or wetlands 6. MOORING PILINGS and BUOYS ®This section not applicable a. Is the structure(s): ❑Commercial ❑Public/Government ❑Private/Community c- Distance to be placed beyond shoreline Note: This should be measured from marsh edge, if present. e. Arc of the swing 7. GENERAL a. Proximity of structure(s) to adjacent riparian property lines 18' on west, Won east. Number d. Description of buoy (color, inscription, size, anchor, etc.) b. Proximity of structure(s) to adjacent docking facilities. 45' on west, 68' on east Note: For buoy or mooring piling, use arc of swing including length of vessel. c. Width of water body d. Water depth at waterward end of structure at NLW or NWL 1050' existing: -3.5' NLW, proposed: -6' NLW 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. n/a 8. OTHER ® This licable '•� i.,. S 4 i I.. f i 252-808-2808:- 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12127/08 Form OCM MP -4 (Structures, Page 4 of 4) a. Give complete description: April 5, 2018 Date Discovery Diving Marina Expansion Project Name Discovery Diving Co., Inc./Debora Boyce plicant Name % r plicant Signat r APR 0 6 2018 252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06 Form DCM MP -2 EXCAVATION and FILL (Except for bridges and culverts) Mk' ,2 2 2018 rlxqn��ffl 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. I. EXCAVATION a. Amount of material to be excavated from below NHW or NWL in cubic yards. 4075 c. (i) Does the area to be excavated include coastal wetlandstmarsh (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 (ii) Describe the purpose of the excavation in these areas: n/a El This section not applicable Type of material to be excavated. Mud and sandy material d. High -ground excavation in cubic yards. 0 2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable a. Location of disposal area. b. Dimensions of disposal area. The location of the spoils disposal area is not known. A pre- A disposal area measuring 200'x 200'x 3'10" with sloped approved site will be determined at a future date by the sides is anticipated. dredging contractor. No dredging will occur until the spoil disposal sight is approved by the Division of Coastal Management. 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 OWL ®None (ii) Describe the purpose of disposal in these areas: n/a d. (i) Will a disposal area be available for future maintenance? ❑Yes ®No ❑NA (ii) If yes, where? n/a f. (i) Does the disposal include any area in the water? []Yes ®No [INA (ii) If yes, how much water area is affected? n/a 252-808-2808 :: 1-888-4RCOAST -- www.nccoastalmanaaement.net revised: 12/26/06 Access Other Channel (NLW or Canal Boat Basin Boat Ramp Rock Groin Rock Breakwater (excluding shoreline NWL) stabilization) Length n/a n/a 480' average n/a n/a n/a n/a Width n/a n/a 180' average n/a n/a n/a n/a Avg. Existing Depth n/a n/a 0' to -7' NLW n/a NA NA n/a Final Project Depth n/a n/a -6' to -7' NLW n/a NA NA n/a I. EXCAVATION a. Amount of material to be excavated from below NHW or NWL in cubic yards. 4075 c. (i) Does the area to be excavated include coastal wetlandstmarsh (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 (ii) Describe the purpose of the excavation in these areas: n/a El This section not applicable Type of material to be excavated. Mud and sandy material d. High -ground excavation in cubic yards. 0 2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable a. Location of disposal area. b. Dimensions of disposal area. The location of the spoils disposal area is not known. A pre- A disposal area measuring 200'x 200'x 3'10" with sloped approved site will be determined at a future date by the sides is anticipated. dredging contractor. No dredging will occur until the spoil disposal sight is approved by the Division of Coastal Management. 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 OWL ®None (ii) Describe the purpose of disposal in these areas: n/a d. (i) Will a disposal area be available for future maintenance? ❑Yes ®No ❑NA (ii) If yes, where? n/a f. (i) Does the disposal include any area in the water? []Yes ®No [INA (ii) If yes, how much water area is affected? n/a 252-808-2808 :: 1-888-4RCOAST -- www.nccoastalmanaaement.net revised: 12/26/06 Form DCM MP -2 (Excavation and Fill, Page 2 of 3) 3. SHORELINE STABILIZATION ❑This section not applicable (If development is a wood groin, use MP -4 — Structures) a. Type of shoreline stabilization: b. Length: 180' ❑Bulkhead ®Riprap ❑Breakwater/Sill ❑Other: c. Average distance waterward of NHW or NWL: 10' e. Type of stabilization material: Granite rock, NCDOT Class II riprap. g. Number of square feet of fill to be placed below water level. Bulkhead ball Riprap 935 Breakwater/Sill Other i. Source of fill material. Washed granite rock will be brought onsite by contractor. Width: 12' d. Maximum distance waterward of NHW or NWL: 12' f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ®No [INA (ii) If yes, state amount of erosion and source of erosion amount information. n/a h. Type of fill material. Rock 4. OTHER FILL ACTIVITIES ®This section not applicable (Excluding Shoreline Stabilization) a. (i) 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, (ii) Amount of material to be placed in the water (iii) Dimensions of fill area (iv) Purpose of fill 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 (ii) Describe the purpose of the fill in these areas: 15. GENERAL a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline, controlled? backhoe, or hydraulic dredge)? Excavated material will be trucked offsite.The location of the spoil Bucket to barge system utilizing backhoe, barge, and dump truck. disposal site is not known at this time. The disposal site will be determined by the dredging contractor at a future date and submitted to the Division of Coastal Management for approval prior to dredging. c. (i) Will navigational aids be required as a result of the project? d. ❑Yes ®No [INA (ii) If yes, explain what type and how they will be implemented. n/a (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. n/a March 20, 2018 Project Name Discovery Diving Marina Expansion Discovery Diving Company, Inc./Debora BIWW 2 2 Z018 OGMH® 0011 ��a- 252-808-2808:: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06 Form DCM MP -2 (Excavation and Fill, Page 3 of 3) plicant Name / c/ p plicant §ignatulij RECEIVED MAR 2 2 2018 DCmF - 252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Discovery Diving 2. LOCATION OF PROJECT SITE: Adjacent to Town Creek at 414 Orange St. off Highway 70, Beaufort, Carteret County Photo Index - 2006: grids 41-8034(J-17&18), (K-17&18) Longitude: 76°39'48.21 Latitude: 34°43'21.59 3. INVESTIGATION TYPE: CAMA/D&F 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 3/29/2018 Was Applicant Present — No 5. PROCESSING PROCEDURE: Application Received Complete— 3/22/2018 Office — Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan — Town of Beaufort dated 1/26/2007 Land Classification from LUP — Business Waterfront/Conservation (B) AEC(s) Involved: EW, PTA (C) Water Dependent: Yes (D) Intended Use: Commercial (E) Wastewater Treatment: Existing — Municipal sewer Planned — none (F) Type of Structures: Existing — existing 37 -slip marina, bulkhead, commercial building and parking lot Planned — Expand marina by 16 slips with docks/piers, finger piers and mooring pilings, maintenance excavation and reinforce deteriorated bulkhead with riprap (G) Estimated Annual Rate of Erosion: N/A Source — N/A 7. HABITAT DESCRIPTION: DREDGED FILLED OTHER (A) Open Water (new development) N/A N/A 4,150 ft2 Shaded 27,888 ft2 Inc. (B) Shallow Bottom 86,400 ft2 2,160 ft2 N/A Riprap (D) Total Area Disturbed: 116,448 ft2 (E) Primary Nursery Area: No (F) Water Classification: SC Open: No 8. PROJECT SUMMARY: The proposed project includes the dredging, reconfiguration and expansion of an existing 37 -slip marina known as Discovery Diving. Field Investigation Report: Discovery Diving Page 02 9. Narrative Description The Discovery Diving commercial project is located immediately east of the old Grayden Paul bridge at 414 Orange Street in Beaufort, Carteret County and is adjacent to Town Creek and the USACE Federal Harbor. The high ground property is .707 acres (30,797 sf) in its entirety, is an average of 10' above NHW and has 240' of shoreline. The property contains an existing 37 -slip marina, bulkhead, parking lot and commercial building. There a 45' x 55' fringe of coastal marsh along the east side of the property. It consists of Spartina alterniflora (Smooth Cordgrass). There are commercial properties to the west and residential and commercial properties to the east of the project area. The Town of Beaufort's Land Use Plan classifies this property as Business Waterfront with all AECs classified Conservation and rezoned this area in 2013. Per an email correspondence with the applicant and the town planner, a special use permit may be required. Town Creek is not designated as a Primary Nursery Area and is closed to the taking of shellfish. Town Creek within this area carries a water classification of SC and is approximately 1,100' wide. Water depths within this area range from -0' nlw to -7' nlw. Riparian corridors were previously determined by DCM from issued major permits ( #103-09, Beaufort Partners and # 157-09 Turner Westward, LLC) for adjacent marinas to the east and west of the project area. They are set to parallel the existing alignment of the "Discovery Diving" dock. Substrate is mostly silty sand. No SAVs or shellfish beds were observed within the current proposal project area. The Town of Beaufort has established an official pier head line within this area. This area is not within the Town of Beaufort Historic District but is within the National Historic District. There is a federally maintained channel 200' from the existing docking facility. The site also is a previously dredged area. 10. Proiect Description: The current proposal is for maintenance excavation of the marina facility and the addition of 16 additional boat slips to the previously permitted 37 -slip commercial marina (53 in total). The applicant is also proposing the expansion of the existing docking facility as well as the reconfiguration of existing docks/piers, finger piers and tie pilings (18 existing and 51 new) and riprap to help stabilize the existing bulkhead. The applicant is proposing to install granite rock riprap along the shoreline in order to help stabilize an existing deteriorating bulkhead. The riprap would be placed an average of 10' and a maximum of 12', would be a total length of 180' and placed parallel to the shoreline along the waterward side of the existing bulkhead. The riprap would be placed waterward of the existing bulkhead and landward of the coastal wetlands (cw's are along the east side of the property). In order to accommodate for the additional docking spaces, the applicant is proposing to reconfigure and expand the existing marina docking facility (includes finger piers, platforms etc. and re -numbering of slips). The proposal consists of the addition of two 4' x 30' finger piers between slips 45 and 46 and along the south side of slip number 48. An irregular platform/finger pier would be placed between slips 47 and 48. The platform Field Investigation Report Discovery Diving Page 03 would be a 10' x 14' with a 4' x 13' finger pier extending to the east. A total of 7 new tie pilings would be placed within this area. This portion of the proposed development is along the southeast side of the existing pier. They are also proposing seven 4' x 30' finger piers along the south west side (slips 1-13) of the existing pier as well as 12 new tie pilings. One new tie piling would also be placed within slips 15/16 area. The applicant is proposing to add a 10' x 82' pier extension at the north end of the existing pier. The extension is the same width as the existing pier. Per the applicant, the additional width is needed to safely maneuver carts used to load and unload diving gear onto boats docked at the marina as well as accommodate other simultaneous boating uses at the site. Slips 31 to 34 would be located along the east side of the extension and would have one 4' x 30 finger pier and seven new tie pilings. Slips 19 to 22 would be located along the west side of the pier extension and would also have one 4' x 30 finger and seven new tie pilings. The final portion for the proposed expansion is the placement of a t -head platform at the end of the proposed extension. The platform would be 10' x 148' and would house slips 23 to 30. A total of five 4' x 30' finger piers would be constructed within this area as well as 17 new tie pilings. All portions of the marina docking facility would be 18' from the western riparian access line, 16' from the eastern riparian access line, 45' from the western adjacent marina docking facility and 68' from the eastern adjacent marina docking facility. The outermost proposed tie pilings along slips 23 to 30 would not encroach over the existing Town of Beaufort pier head line and would be approximately 87' from the USACOE channel setback. According to the applicant, the typical boat would be 20'- 45'with a mixed-use design. The marina policy would prohibit overboard discharge. There would be no fueling but would allow overnight or live aboard dockage. The "amenities" would be trash cans/dumpster and a pump out (no location was given by the applicant). The width of Town Creek in this area is approximately 1,117'. The applicants are proposing to maintenance excavate within the existing marina area as well as the expanded area. The proposed maintenance excavation area would be 180' wide and 480' long (86,400 sf or 1.98 acres). The applicants would excavate the boat basin area with a mechanical bucket to barge method. A maximum total of 4,075 cubic yards of material would be removed below nhw. This number could be lower depending on average existing water depths within the proposed dredge area. The average existing depth is -0' nlw to -7' nlw depending on location. The final depth proposed is -6 to -7' nlw. The connecting water depths within this area are an average of — 7.4' n1w. The material would be trucked offsite to an approved disposal area. Dredging would not begin until a disposal site is established and reviewed by DCM staff. 11. Anticipated Impacts: The proposed expansion and reconfiguration would not change the use of the marina docking facility. The proposed structures would shade 4,150 ft2 of shallow estuarine bottom and incorporate 27,888 ft' of open water. The new pier configurations would be located along but not encroach over the establish pier head line and should not cause an interference to navigation. The excavation area would disturb a maximum of 86,400 ft' of Field Investigation Report Discovery Diving Page 04 shallow bottom habitat and remove 4,075 cubic yards or less (depending on location and existing water depths) of silty sand material from the shallow bottom habitat. These shallow water areas would be deepened to a final depth of -6' nlw to-7'nlw. Dredging will not impact any coastal wetlands and there could be possible future maintenance excavation. The setting of pilings and excavation would cause an increase in temporary turbidity. There would be 16 additional permanent slips added to the boating usage of Town Creek for a total of 53 slips at this marina facility. The riprap material has the potential to provide some aquatic nearshore habitat. Significant impacts to substrate and shoreline areas from boat washes would not be anticipated. No substantial changes to impacts on upland and aquatic coastal resources would result with the proposed modifications. Name: Heather Styron Date: 4/18/18 Office: Morehead City Coastal Management ONVIRONMeNTAL. QUALITY Legal Advertisement Section ROY COOPER Governor MICHAEL S. REGAN Secretary BRAXTON DAVIS Director 4/5/18 Re: Public Notice — Discovery Diving Company, Inc., 414 Orange St., Beaufort, Carteret County To Whom It May Concern: Please publish the attached Notice in the 4/8/18, issue of the Carteret News Times. The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send the affidavit, an original copy of the published notice, and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400 Commerce Avenue, Morehead City, North Carolina 28557, Telephone (252) 808-2808. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Morehead City office. Sincerely, r er& S�pn Heather M. Styron Coastal Management Representative HMS State of North Carolina I Environmental Quality I Coastal Management 400 Commerce Ave I Morehead City, NC 28557 252 808 2808 Styron, Heather M. From: Legals <legals@thenewstimes.com> Sent: Friday, April 06, 2018 7:41 AM To: Styron, Heather M. Subject: [External] Re: Discovery Diving Company, Inc. Major Permit This ad is set and scheduled to run on April 8, 2018 in the amount of $ 44.99. Proof: NOTICE OF FILING OF APPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environmental Quality hereby gives public notice as required by NCGS-113A-119(b) that application for a development permit in an Area of Environmental Concern as designated under the CAMA was received complete on 322/18. According to the application, Discovery Diving Company, Inc. applied for a permit for maintenance excavation, marina expansion and re -configuration at 414 Orange St., Beaufort, Carteret County. A copy of the entire application may be examined or copied at the office of Heather Styron, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, (252) 808-2808 during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, N.C. 28557, prior to 428/18, will be considered in making the permit decision. Later comments will be accepted and considered up to the time of permit decision. Project modification may occur based on review and comment by the public and state and federal agencies. Notice of the permit decision in this matter will be provided upon written request A8 On Apr 5, 2018, at 3:26 PM, Styron, Heather M. wrote: Legal Advertisement Section 4/5/18 Re: Public Notice — Discovery Diving Company, Inc., 414 Orange St., Beaufort, Carteret County To Whom It May Concern: Please publish the attached Notice in the 4/8/18, issue of the Carteret News Times. The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send the affidavit, an original copy of the published notice, and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400 Commerce Avenue, Morehead City, North Carolina 28557, Telephone (252) 808-2808. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Morehead City office. Sincerely, f{�her�(,, Styron Heather M. Styron Coastal Management Representative HMS NOTICE OF FILING OF A PPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environmental Quality hereby gives public notice as required by NCGS 113A - 119(b) that application for a development permit in an Area of Environmental Concern as designated under the CAMA was received complete on 3/22/18. According to the application, Discovery Diving Company, Inc. applied for a permit for maintenance excavation, marina expansion and re -configuration at 414 Orange St., Beaufort, Carteret County. A copy of the entire application may be examined or copied at the office of Heather Styron, NC Division of Coastal.Management, located at 400 Commerce Avenue, Morehead City, NC, (252) 808-2808 during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, N.C. 28557, prior to 4/28/18, will be considered in making the permit decision. Later comments will be accepted and -considered up to the time of permit decision. Project modification may occur based on review and comment by the public and state and federal agencies.. Notice of the permit decision in this matter will be provided upon written request. PUBLISHED ON: 4/8/18 Heather M. Styron Field Representative NC Division of Coastal Management NC Department of Environmental Quality 252 808 2808 ext.216 Office heather. m.styron(cDncdenr.gov Email 400 Commerce Ave. Morehead City, NC 28557 <image001.png> 2 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Judy Allred Legal Assistant/ Classifieds Carteret County News -Times 4206 Bridges Street Morehead City, NC 28557 Phone (252)726-7081 Ext. 263 Fax (252)726-6016 legals thenewstimes.com Pier Head Line per Town Of Beaufort Survey Field ri r ruction rc. m V ! I a a ! ! ( I a I I I ! a a ! ! I ( a a ! I a E ! a a i L I I a a a ! ! I ! a Q (--_ I I I I a C I Q ! I I ! a a—� O o I I � O C -- 1a a �, ! I 0 a a I n— i a ( i on a -- 4 Q 61 ( ! I F -- b I I a C— { a 4 ! a a 1 �— II ( I a a a I i ( I a I I a C�� I a a ! ! ! I a I 1 I i !( !! !! II J� Beaufort Partners, LLC DB 1259 PC 284 � PIN: 7356.17.1 1.7915 LEGEND: EXISTING PLATFORM AREAS PROPOSED PIER f PLATFORM PROPOSED SCAT SLIPS ;s° = NLW Depth Proposed Mooring Pile Existing Mooring Pile M Town CreeL Proposed Spaces Proposed Timber ooring Pile (T ) I ®Og 36.0' 36.0 36® MA 9 9' � (BULKHEAD)Q ! 4 appropriatoi Geotextile to C Reinforce :nd Cover Existing vlood Bulkhead s to Extent AMowable Practicable • (See Section ) NOTES: I j a ([ MA 576815 9 9' ° 153 PC 235 (BULKHEAD)Q Riprap ars marine (96 appropriatoi Geotextile to C Reinforce :nd Cover Existing vlood Bulkhead s to Extent AMowable Practicable (See Section ) NOTES: I j a ([ This plan document is for CAMA permitting m � a purposes. I i� f �b ®� 31 59.0 ! a Owner /or Contractor responsible to DEBORA S. BOYCE Q DB 1523, PC 239 a insure all project construction is consistent V [p ` ` 1, a with owner's intended uses. d 3 Q � ` ` 1 ` Owner &lor contractor responsibility for 1 ` 1 O 1 ! 1 ` ' project compliance with all applicable w.w -.- 4V 0 4 } — standards, codes, ordinances and '! ( _ -- —1 regulations incfuding structuraf design, cep building codes, setbacks, etcetera. 6 30.3 f — ® ^f�^ f Contractor responsibility to inspect site _ 0 F and identify field conditions and related project cast implications thereof 1 10. 576815 9 9' ° 153 PC 235 (BULKHEAD)Q Riprap ars marine (96 appropriatoi Geotextile to C Reinforce :nd Cover Existing vlood Bulkhead s to Extent AMowable Practicable (See Section ) P a 1 05'e 7g e57' s 29 '22'2 63-71 ORA S 0OY'CE Existing 2 Sty Fra Building I Boyce Parcel Disa*very_ I Discovery Diving CAMA PERMIT APPLICATION DRAWINGS For.- Debora S. Boyce 414 Orange Street Beaufort, Carteret County, North N FitiV ° 153 PC 235 (BULKHEAD)Q (96 41 PIN: 7306.17.21.1906 T Aga ip Is, m � I A f �b ®� DEBORA S. BOYCE Q DB 1523, PC 239 PIN: 7306.17°21.0 7 V [p a q4 d \ 4V 11 i it r� � Al d THOMAS M. BULLOCK DB 479, PC 476 PIN: 7306.17.21.0 27 GRAPHIC SCALE ,f 30 0 15 34 so 920 (IN FEET) 1 inch ® 30 ft. Crystal Coast Engineering, P.A. Civil and Environmental Consulting John R. Freshwater, PE David K. Newsom, PHONE:205-3 WARD ROAD, SWANSBORO, N.C. 28584 si . -__S�EDep,4L C Pier Head Line per Town Of Beautort > Field Verify for ConstruC Survey by others tion X_ 0 0 0 0 0 0 0 0 0 0 45t' 0 . 4h. 0 0 0 0 0 0 0 E: 0 0 I I 0 0 0 0 0 0 Ck 0 0 0 0 0 0lI 0 0 F 1 0 1 0 E 1 0 (D 11 Pro 4b" P 0 0 0 0 E 0 0 0 0 cc 0 0 0 0 0 E 0 0 0 0 Prop Moor II kC LEGEND: EE = EXISTING PLATFORM AREAS = PROPOSED PIER / PLATFORM ® PROPOSED BOAT SLIPS NL W Depth Proposed Mooring Pile 0 Existing Mooring Pile PROPOSED DREDGING AREA J l M posed Finger ie rs (Typ) I've" X x/ ex C? Town CreeL a MVI 10.0 �• A 0 Tl0 0 - CD us X-7.40 0 (D it s (D (D M (D Cr CD 0 :3 .11 0 OD OD 0 (ID 7 .7 X-7,40 / NOTES: /X-7.40 X-6.40 0 This plan document is for GAMA permftbrig 5 0 purposes. Owner Wor Contractor responsible to 0 0 insure all project construction is consistent 0 with owner's intended uses. X-6.5 X-7.40 CCK -6.60 0 Owner Wor contractor responsibility for 0project compliance with all applicable 0 standards, codes, ordinances and 7.r I 0 -6.70 _J regulations including structural design, N building codes, setbacks, etcetera. 40' if _J — — 0 Contractor responsibility to inspect site X17 40 and identify field conditions and related project cost implications thereof to 0X -6.40 40 x 6.30 x-6.5 X-5.90 X-�10 410 6.10 NHW=Normal High Water 4NHW coincides with bulkhead location 16, \ X -6.20 for majority of site, %<-610 0 NLW=Normal Low Water 0 X-6,10 X-6.40 0. 0 X-6.70 Westward (Beaufort Partners) Dock Xper plans by: -5A0 P BALDWIN DESIGN CONSULTANTS, .A. _5 e A 708-D CROMWELL DRIVE , X-2�10 0 < GREENVILLE, NO 27858 , n 0 (252).756A390 X Eastward Dock "x\;, 4 x (COIR DECK SOUTH @ TOWN CREEK) X �.70 X -3 O per plans by: S�� X, STROUD ENGINEERING, P.A. � 'HWAY 94 151 A HIC, 4 S78'38'11 51: 7 S74 - N15 1935 8 � .51 20511E 79-29' 7 4.58' 0'22'20,, IS\ Riprap on marine NHW 6,3.;71, E DEBORA S. BOYCE appropriates Geotextile to 0 DB 1539, PC 235 Reinforce and Cover (BULKHEAD) <96 PIN: 7306.17.21.1906 Existing Wood Bulkhead to Extent Allowable & Practicablie \S1 (See Sectbion J) N Existing 2 Sty Frame Building N, C9 4 RV Boyce Parcel Discovery Diving Company, Inc. DEBORA S. BOYCE DB 1523, PG 239 N, PIN: 7306.17.21.0979 V (c, 1CO 11 3ULL'S PROP SHOP DB 303, PC 385 IN: 7306.17.11.98,4-4 (90 00, IN THOMAS M. BULLOCK DB 479, PC 476 PIN: 7306.17.21.0827 M 611 UM" 4, GRAPHIC SCALE 15 30 60 ( IN FEET ) I 1 inch = 30 10 Crystal Coast Engineering, P.A. l and Environmental Consulting Engineers John R. Freshwater, PE David K. Newsom, PE 205-3 WARD ROAD, SWANSBORO, N.C. 28584 PHONE: (910) 325-0006 - FAX: (910) 325-0060 BUSINESS LICENSE #: C-2553 120 tj 3: M > 0 > --1 Discovery Diving CAMA PERMIT APPLICATION DRAWINGS z M For: Debora S. Boyce 0 C_ 414 Orange Street -4 Beaufort, NC 28516 Z C) 0 00 -4 Carteret County, North Cairolina M 611 UM" 4, GRAPHIC SCALE 15 30 60 ( IN FEET ) I 1 inch = 30 10 Crystal Coast Engineering, P.A. l and Environmental Consulting Engineers John R. Freshwater, PE David K. Newsom, PE 205-3 WARD ROAD, SWANSBORO, N.C. 28584 PHONE: (910) 325-0006 - FAX: (910) 325-0060 BUSINESS LICENSE #: C-2553 120 NL ) _5 Section 20 Existing Bottom Proposed Bottom – — – Proposed Excavation Area . •r, 29,100 cf 100 i i 1 r ( )- -5 Section / 20 40 60 60 100 120 140 160 (NLW) 0 -5 Section % 20 40 60 60 100 120 140 160 160 200 (NLW) -5 Section I 20 40 60 60 100 120 140 160 160 200 (NLW) 0 -5 Section l 20 40 60 80 100 120 (NLW) 0 - Section 20 40 60 60 100 120 140 160 160 +5 (NLW) 0 _5 Section ! 20 (Schematic & T ) 40 60 80 100 120 140 160 160 200 +5 (NLW) 0 -5 Section l 2 40 60 102-PRew Mr. V5.99451 9AFFIVERTM 010" MZ 40 60 80 100 For CAMA .,, II NOT FOR CONSTRUCTION Multiple Approvals Required Discovery Diving CAMA PERMIT APPLICATION DRAWINGS A A0 For: Debora 414 Orange Street 4 Beaufort fNC 28516 A Carteret County, North Carolina CoastCrystal ..e P.A. Civil and Environmental Consulting Engineers John R . Freshwater, PE David K. Newsom, Volume205-3 WARD ROAD, SWANSBORO, N.C. 28584 BUSINESS LICENSE #: C-2553 pmwm� 111 OEM CA 44 {