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HomeMy WebLinkAbout20030552 Ver 2_CAMA Application_20081104e Tot A.. 03 - 05S.1 UP FqCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary November 3, 2008 p MEMORANDUM: i\10V 4 2008 TO: Cyndi Karoly, Supervisor WETLANDS R - VVAQUALITY TERBRr OH 401 Oversight & Express Permits Unit AND STOMI Division of Water Quality-Surface Water Protection FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA / Dredge & Fill Major Permit Application Review Applicant: Figure 8 Island Yacht Club Project Location: on Bridge Road, adjacent to a tributary to the AIWW, on Figure 8 Island, New Hanover County Proposed Project: to dredge sediment from existing boat ramp to regain access to the marine access channel Please indicate below your agency's position or viewpoint on the proposed project and return this form by November 26, 2008. If you have any questions regarding the proposed project, contact Steve Everhart at (910) 796-7266, 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 127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 Phone: 910-796-72151 FAX: 910-395-39641 Internet: www.nccoastaimanagement.net An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Figure "8" Island Yacht Club 2. LOCATION OF PROJECT SITE: The project site is located on Bridge Rd., adjacent to a tributary to the AIWW, on Figure Eight Island, New Hanover County. Photo Index- 2006: 24-1707: U(9) 2000: 24-312: D(16) 1995: 22-260: U(5) State Plane Coordinates - X: 2376214 Y: 192737 Lat: 34° 16'23.06912" N Long: 77°4517.20913" W 3. INVESTIGATION TYPE: CAMA / Dredge & Fill ROVER FILE #: S092320B 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9/23/08,10/31/08 Was Applicant Present - Yes, No 5. PROCESSING PROCEDURE: Application Received - Complete on 9/11/08 Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan - New Hanover County Classification From LUP - Conservation (B) AEC(s) Involved: PT, EW, ES, CW (C) Water Dependent: Yes (D) Intended Use: Community (E) Wastewater Treatment: Existing -N/A Planned - N/A (F) Type of Structures: Existing - Parking area and boat ramp. Planned - To dredge sediment from existing boat ramp to regain access to the marina access channel (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands (B) Non-Vegetated Wetlands - (open water) 1,500 ft: (C) Other- High ground 3,700 ft- (Spoil Disposal) (D) Total Area Disturbed: 5,200 ft.2 (0.12 acres) (E) Primary Nursery Area: Yes (F) Water Classification. SA-ORW Open: Yes 8. PROJECT SUMMARY: The applicant is proposing to dredge sediment from existing boat ramp to regain access to the marina access channel. 127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 Phone: 910-796-7215 \ FAX: 910-395-3964 \ Internet: www.nccoastalmanagement.net An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper Figure "8" Island Yacht Club CAMA/D&F Permit Page Two 9. PROJECT DESCRIPTION: The project site is located on Bridge Road adjacent to the AIWW, Figure Eight Island, in New Hanover County. To access the site from Wilmington, take US Hwy 17 N to Porter's Neck Road. Turn right onto Porter's Neck Road and travel approximately 1 mile to Edgewater Club Road. Take a right on Edgewater Club Road and follow it approximately 1.5 mile to Figure Eight Island Bridge. After crossing the bridge, the site is located on the left. The site currently has an unpaved parking lot with a boat ramp on the northeast corner. According to the application, the current water depth on the ramp is +3' relative to Mean Low Water (MLW) at the Mean High Water (MHW) line. This gradually increases in depth to approximately -0.5' at the end of the concrete ramp, and to -4.5' MLW where the proposed dredging would connect to the marina access channel. Water depths were provided by the authorized agent of the applicant, and were obtained using the NGVD29 datum. Vegetation on the highground portion of the lot consists primarily of lawn grasses, with several Wax Myrtle (Myrica cerifera) bushes. The highground vegetation transitions waterward to a band of high marsh approximately 25' wide consisting primarily of Salt Meadow Hay (Spartina patens), Glasswort (Salicornia sp.), and saltgrass (Distichlis spicata). The coastal wetlands then transition waterward to a band of low marsh approximately 30' wide, which consists of Salt Marsh Cordgrass (Spartina alterniflora). The 15' wide concrete ramp extends approximately 40' waterward from Normal High Water (NHW, as determined from site visit). Repair exemption was granted in January 2000 to remove concrete ramp and restore area to match adjacent contours. Apparently, this was never carried out. The waters of the AIWW adjacent to the project site are classified as SA-ORW by the North Carolina Division of Water Quality. They are designated as a Primary Nursery Area (PNA) by the North Carolina Division of Marine Fisheries, and they are OPEN to the harvest of shellfish. However, the marina access channel is considered a manmade canal. PROPOSED PROJECT: The applicant is proposing to use an excavator to dredge accumulated sediment from atop the concrete ramp and reconnect the boat ramp to the marina access channel. The proposed dimensions of the dredging would measure 100' in length by 15' in width. The applicant proposes to dredge northward to connect to the existing marina access channel. The area would be dredged to a depth of -4.5' relative to MLW from the waterward end of the concrete ramp to the same level of the marina access channel. The area currently ranges in depth from +3' to -0.5' at MLW. The proposed disposal area is on the highground portion of the property, and would measure an average of 43.5' in width by 85' in length. The applicant proposes to remove the excavated material using an excavator. Approximately 140 cubic yards of material would be excavated. 10. ANTICIPATED IMPACTS The excavation of the channel would disturb approximately 1,500 ft.' of shallow bottom. The dredging operation would likely result in a temporary increase in turbidity. The high ground disposal would result in approximately 3,700 square feet of land disturbance. Submitted by: Steve Everhart Date: October 31, 2008 Office: Wilmington 127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 Phone: 910-796-72151 FAX: 910-395-39641 Internet: www.necoastalmanagement.net An Equal Opportunity l Affirmative Action Employer - 500/6 Recycled 110% Post Consumer Paper 0 3 - 05 S a, v a. Dom MP-1 APPLICHION for G- NOV 4 2008 Major Development Permit DENR - MATER QUALITY WETLANDS AND STORMWATER BRANCH (last revised 12127/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant! Landowner Information Business Name Figure "8" Island Yacht Club Project Name (if applicable) Boat Ramp Reclamation Applicant 1: First Name Major MI Last Name White Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 15 Bridge Road PO Box City Wilmington State NC ZIP 28411 Country New Hanover Phone No. 910 - 686 - 0631 ext. FAX No. 910 - 686 - 2441 Street Address (if different from above) City State ZIP Email mwhite@cape-fear.net 2. Agent/Contractor Information Business Name Gahagen & Bryant Associates, Inc. Agent/ Contractor 1: First Name MI Last Name Carmen P Pascarosa Agent/ Contractor 2: First Name MI Last Name Chris L Gibson Mailing Address PO Box City State 295A North Green Meadows Drive Wilmington NC ZIP Phone No. 1 Phone No. 2 28405 910 - 313 - 333 8 ext. 757 - 374 - 0764 ext. FAX No. Contractor # 910 313 6822 Street Address (if different from above) City State ZIP Email cppascarosa@gba-inc.com <Form continues on back> RECEIVED MFR 1 n ?10 252-808-2808 :. 1-888-4RCOAST .. www.nccoastaimanagement.net Form DCM MP-1 (Page 2 of 2) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # NHC Bridge Road 1402 Subdivision Name City State Zip Figure "8" Island Wilmington NC 28411- Phone No. Lot No.(s) (if many, attach additional page with list) 910 - 686 - 0631 ext. PIN # 3179 72 3211 00, , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Cape Fear Figure "8" Island Marina Boat Channel 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 AIWW 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. New Hanover County 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 3,522 854,647.2 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or on single lot, NWL (normal water level) (If many lot sizes, please attach additional page with a list) 6-8 ft ?NHW or ®NWL e. Vegetation on tract The upland portion of the tract of land consists of assorted grasses, ornamental shrubs, ground ivy, wax myrtle, and yucca plants. The lowlying area primarily consists of s. alterniflora and s. patens. f. Man-made features and uses now on tract The tract of land is part of a manmade casueway (Bridge Road) constructed for the purpose of reaching Figure "8" Island by automobile. The causeway was constructed from material excavated from what is now the Figure "8" Island Marina Boat Channel. The area of proposed activity is part of an unpaved boat trailor parking lot, and the existing boat ramp leads to the aforementioned boat channel. g. Identify and describe the existing land uses adjacent to the proposed project site. The proposed project site is bounded northeast by open marsh, which is owned by the Figure "8" Island Home Owners Association; to the southeast (-1,000 ft) by The Figure "8" Island Yacht Club, which is owned by Island Club, Inc.; to the southwest by Bridge Road owned by the Fgiure Eight Utility Co, and open marsh owned by the Figure "8" Yacht Club; tpo the northwest by the AIWW. The closest parcel of land not associated with Figure "8" Island is located beyond the AIWW, and over 2,200 feet to the west northwest. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? R-20S: low densiity single family homes on at least (Attach zoning compliance certificate, if applicable) 20,000 sq. ft. lots ®Yes ?No ?NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA If yes, by whom? 1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA National Register listed or eligible property? <Form continues on next page> SEP 1 0 2008 252-808-2808 .. 1-888-4RCOAST ., www.nccoastatmana ement.net WILMINGTON, Form DCM MP-1 (Page 3 of 3) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ®Yes ?No (ii) Are there coastal wetlands on the site? ®Yes ?No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes ®No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. N/A o. Describe existing drinking water supply source. N/A p. Describe existing storm water management or treatment systems. N/A 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 purpose of reestablishing the boat ramp is for launching trailable marine vessels (-30') into the Figure "8" Island Marina Boat Channel. All boats will depart for travel or dock at the Figure Eight Island Yacht Club, there are no docks, peirs, bulkheads, mooring piles, or any other marine construction proposed at this time. 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. No new construction will take place. The sediment that has accumulated atop of the concrete boat ramp slab will be mechincally removed via an articulate arm and bucket excavator. d. List all development activities you propose. The excavator will remove all of the sediment deposited above the concrete slab, in order to allow boat trailor access during low tide. The disposal area is located at an onsite upland area, driectly east of the the boat ramp. At most, 140 cy of material will be removed. The material will be graded evenly throughout the 3,700 sq. ft. disposal area. Which, in turn, will result in -12.0 inch increase in elevation grade within the disposal area. e. Are the proposed activities maintenance of an existing project, new work, or both? maintenance. f. What is the approximate total disturbed land area resulting from the proposed project? ®Sq.Ft or ?Acres g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. N/A i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA j. Is there any mitigation proposed? ?Yes ®No ?NA If yes, attach a mitigation proposal. <Form continues on back> SEP 10 2008 252-8108-2808 .. 1-888-4RCOAST :. www.nccoastatmanagemen .nPV4 WILiV ING-rON, Ni Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additional Information In addition to this completed application form, (MP-1)-the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) --(f} are always applicable to any major development application. Please consult the application instruction booklet on how to property prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c, A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. {Name The nearest property owner is over 2,200 feet west north west, beyond theAIWN! Phone No. Address Name Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. J. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary, If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. Certification and Permission to Enter on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. 1 further certify't that the information provided in this application is tr thful tot best of my knowledge. Date ? ` t d Print Name , rawa rcxs a, Signature Please indicate application attachments pertaining to your proposed project. ZDCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts [IDCM MP-3 Upland Development ODCM MP-4 Structures Information RECEIVED SEP 10 2008 MMINGIQN ,NC 252-808-2808 ., i-8;38-4RC0A311 r. wr?rrast.r,?c?as?a3rfcanagement,riet Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL stabilization Length 100' Width -15' Avg. Existing ' Depth 0 NGVD NA NA Final Project ' Depth -4.5 NGVD NA NA 1. EXCAVATION pThis 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. sand 140 cy c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ?WL ®None (ii) Describe the purpose of the excavation in these areas: Reestablish use of an existing boat ramp (see project narrative for more details) d. High-ground excavation in cubic yards. n/a Z. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable a. Location of disposal area. b. Dimensions of disposal area. An upland disposal area located onsite 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 (SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ?CW ?SAV ?SB ?WL ®None (ii) Describe the purpose of disposal in these areas: 3,700 sq. ft. (i) Will a disposal area be available for future maintenance? ®Yes ?No ?NA (ii) If yes, where? same location (i) Does the disposal include any area in the water? ?Yes ®No ?NA (ii) If yes, how much water area is affected? RECEIVED SEP 10 2008 252-808-2808 :: 1-888-4RCOAST :: wtww_nccoastal_management.n±et r`?vl?sed 1 ? i&06 Form DCM MP-2 (Excavation and Fill, Page 2 of 2) 3. SHORELINE STABILIZATION ®This section not applicable (If development is a wood groin, use MP-4 - Structures) a. Iype of shoreline stabilization: []Bulkhead ?Riprap []Breakwater/Sill []Other: c. Average distance waterward of NHW or NWL: e. Type of stabilization material: g. Number of square feet of fill to be placed below water level. Bulkhead backfill Riprap Breakwater/Sill Other i. Source of fill material. b. Length: Width: d. Maximum distance waterward of NHW or NWL: f. (i) Has there been shoreline erosion during preceding 12 months? []Yes ?No ?NA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. 4. OTHER FILL ACTIVITIES ®This section not applicable (Excluding Shoreline Stabilization) a. (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, submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the (ii) Amount of material to be placed in the water number of square feet affected. (iii) Dimensions of fill area ?CW ?SAV ?SB (iv) Purpose of fill ?WL []None (ii) Describe the purpose of the fill in these areas: 5. 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)? Silt fencing will be established around the perimeter of the disposal An excavator with an articulated arm will be used to remove the area. material from the boat ramp. 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 ®No ?NA site? []Yes ®No ?NA (ii) 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. 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