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HomeMy WebLinkAbout17-15 Application BinderNECEIVEn DCM WILMINGTON, NC 12 2014 North Carolina Division of Coastal Management Major Permit Application >- Lockwoods Folly River Habitat Restoration Project Phase 1 - Eastern Channel Oak Island, Brunswick County, North Carolina November 24, 2014 Proposed by: Town of Oak Island Brunswick County, North Carolina Prepared for: North Carolina Department of Environment & Natural Resources Division of Coastal Management 127 Cardinal Drive Extension Wilmington, North Carolina 28405 Prepared by: Dial Cordy and Associates Inc. 201 N. Front St., Suite 307 Wilmington, North Carolina 28401 L771 DIAL CORDY AND ASSOCIATES INC. Environmental Consultants 201 N. Front Street, Suite 307 LETTER OF TRANSMITTAL Wilmington, NC 28401 910-251-9790 Fax 910-251-9409 TO: Heather Coats NCDCM 127 Cardinal Drive Extension Wilmincrton 'NC 28405 WE ARE SENDING YOU: ® Enclosed ❑ Under separate cover via _ the following: DATE: 12105114 PROD. NO. 141311 ❑ Shop dravdngs ❑ Prints ❑ Tracings El, copy of correspondence ❑ Change order ❑ samples ❑ Contract documents ® NCDCM Malor Permit Application COPIES DATE DWG. NO. - DESCRIPTION 22 12/05/14 22 digital copy of the CAMA Major Permit Application -plus 'Appendices 22 12/05/14 22 hard copy of the CAMA Major Permit Application documents minus Appendices 3 3 Full bard copies of the CAMA Major Permit Application documents plus all Appendices THESE ARE TRANSMITTED as checked below: ❑ For review and concurrence ® For distribution and agency review 0 Resubmit copies for review ❑ For your information ❑ Returned for corrections ❑ Submit copies for distribution ® As requested ❑ Prints returned after loan to us ❑ Return _corrected pdnts No exception taken may be used assubmitted❑ Exceptions as noted maybe used subject to.comments REMARKS: Heather— please find enclosed a revisedapplication containing pdfs of the following documents for your review: MP-1, MP-2, MP=l Narrative and Appendices, AEC Hazard Notice, and Adjacent Waterfront Property letters. A copy of the check for $475,has been Included. Please let me know if you need any additional Information. Based on your 2 December 2014 letter and our subsequent responses/edits, we deem the application complete and have panted 25 hard copies and We for your use and distribution per instructions,from Debbie Willson on 4 December 2014. Please note that we did not print the appendices to the Draft Biological Assessment or the Draft Essential Fish Habitat Assessment as they were duplicative of the appendices to the MP-1 Narrative. Thank you so much foryour help and patience. Please call me or.Rahlff Ingle anytime with questions or to discuss further (910-251- 9790). Peter Elken, Moffatt & Nichol, would like to schedule a site visit to Sheep Island on Tuesday, December 9, 2014 at 2 pm. Please call Peter to confirm your availability (919-7814626). If enclosures are not noted, please advise us at once. Sig d awn York roJect M nager CDETIR� North Carolina Department of Environment and Y Pat McCrory Governor December 2, 2014 Sent via E-Mail Dial Cordy & Associates Inc. c/o Dawn York 201 N Front St, Suite 307 Wilmington, NC 28401 Email: dyork@dialcordy.com Natural Resources John E: Skvarla, III Secretary RE: Permit Application —Town of Oak Island- Lockwoods Folly River Habitat Restoration Project Dear Dawn: On November 26, 2014, we received your. CAMA Major Permit Application, acting as agent for the Town of Oak Island for authorization to dredge Eastern Channel, located adjacent to the Lockwoods Folly Inlet, in Oak Island, Brunswick County. However; your application lacks information necessary for complete processing. The attached checklist indicates the deficiencies of your application. If you respond within.three working,days'from the date of this E-mail, processing, of your application will promptly continue and will not be placed on hold. If you are not able to respond within three days, your application. will,not be accepted as complete for,processing. Additional information may be required pending further review by the fifteen (15). review agencies. If you have any questions, please feel free to call me at my Wilmington office (910)-796- 7424. Sincerely, Heather Coats Field Representative Attachments cc: Debra Wilson, DCM Jonathan Howell, DCM 1601 Mail Service Center; Raleigh, North Carolina 27699:1601 Pli'one; 919-707-86001Internet: www,ncdenr.gdv An Eau] Opportunity 1 ARrmaGve Action Employer— Made in part by iecycied paper CHECKLIST OF ADDITIONAL INFORMATION AND RECOMMENDATIONS FOR PROCESSING APPLICATION 1. On the MP-1 form, please correct the following fields: • 3.a. should indicate the Lumber River basin • 4.b. describes 31.5 acres of proposed beach fill- yet figures given elsewhere seem to indicate 32.8 acres of All. Please check and confirm this entry. • 4.m. indicates there are no wetlands on site, yet there are coastal wetlands adjacent to Eastern Channel. • 61 only lists 3 adjacent riparian property owners- when 4 adjacent riparian' property owners should be listed and notified. Additionally, please submit certified mail receipts and/or signed green cards to show proof of adjacent riparian property owner notification. 2. On the MP-2 form, please complete or correct the following fields: • Add the length and width of the proposed channel dredging in the table • Prease submit a letter of acceptance for the use of Sheep Island as an authorized disposal site. Please submit a complete signed and dated AEC Hazard Notice. A completed notice is attached - please have Mi. Foster initial and 'date next to the long-term erosion rate, 100-year storm recession calculation and flood elevations. 4. Please include more details on the design and dimensions of the proposed channel excavation in your narrative. Additionally, the plans appear to show insufficient capacity within the diked disposal site. Is additional work proposed to increase capacity? If so, this work should be,shown on the plans; If not, please explain how material will be adequately contained. Additionally, vibracore 9 was only taken to -14' NAVD 88, yet dredging appears to be proposed to -15' NAVD in this area. Please note that per 07H .0312(4)(a); sediment excavation' depths for all borrow sites shall not exceed the maximum depth of core at each coring location"and that excavation may need to be limited to -14' in this area: Please ensure your plans show all the following features: mean high water (MHW) and mean low water(MLW) lines, waterward limits of coastal wetlands, existing structures (including docks and sandbags), existing dunes, names of all adjacent riparian property owners outside the project limits. Sheet 22 should also include the existing sandbags and proposed work relative to.the,bags. Please adjust the weight of the MHW line on Sheet so it is distinguishable from the other lines. Please also identify water depths/elevations on the contour lines shown on Sheet 6 (Dredging Plan 1 of 7) Please ensure the scale indicated on plans is accurate for the sheet size. Again, plans appear to show that there is insufficient capacity within the diked area at Sheep Island to adequately contain the proposed dredged material. Details of the water control structure and both pipe locations should also be shown on the spoil site plans. Please contact me to set up a site visit to the spoil site. It is also suggested that plans be enlarged to 1.1" x IT' sheets and aerial imagery be included on channel dredging plans in order to better read them. DIAL CORDY AND ASSOCIATES INC Environmental Consultants December 4, 2014 Ms. Heather Coats N.C. Division of Coastal Management (NCDCM) 127 Cardinal Drive Extension Phone (910) 796-7424 Wilmington, NC 28405-3845 Fax (910) 395-3964 Re: NCDCM Major Permit Application — revised per 2 December 2014 letter Lockwoods Folly River Habitat Restoration Project, Phase 1 — Eastern Channel Town of Oak Island, Brunswick County Dear Ms. Coats: Please find enclosed the revised NCDCM Major Permit application for the above referenced project per your requested edits as described in the 2 December 2014 letter. The permit package includes NCDCM Forms MP-1 and MP-2, additional information attachments, appendices, copies of riparian notifications, and project permit drawings. Also included with the application is a check for $475.00. Your staff's earliest review for completeness would be greatly appreciated. Please call me if you have any questions or need additional information. Sincerely, DIAL CORDY AND ASSOCIATES INC Dawn Yor Project Manager Enclosures cc: Steve Foster, Town Manager, Oak Island Tyler Crumbley, Corps of Engineers, Wilmington District Johnny Martin, Moffatt & Nichol THE MUR(:M)ON BUILDING • SUITE 307. 201 NORTH FRONT S'TREEI- W11MINGTON, NOMH CUIOI.INA 28401 910-251-9790 • Fix 910-251-9409 • P L*-JL ink@diiloo*y ]U%9oNmUE BFm-x FLORIDA • How,, kxm, F1 LAUD' • Txxir , FLORIDI November 24, 2014 Town of Oak Island 4601 E. Oak Island Drive Oak Island, North Carolina 28465 NC Division of Coastal Management Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405-3845 ZOWN of u N,r I,' M Phone (910)201-8001 Fax (910) 278-9558 Phone (910)796-7424 Fax (910)395-3964 Re: Authorized Agent Agreement Lockwoods Folly River Habitat Restoration Project, Phase 1 — Eastern Channel Town of Oak Island, Brunswick County To Whom It May Concern: This is to inform you that Dial Cordy and Associates Inc. has been approved by the Town of Oak Island to act as the Authorized Agent for the above -referenced project. Dial Cordy and Associates Inc. is authorized to act on behalf of the applicant on matters related to the NCDCM Major Permit and related federal permits. Please call me if you have any questions or need additional information. Sincerely, Steve Foster Town Manager, Town of Oak Island 4601 E. Oak Island Drive • Oak Island, North Carolina 28465 Phone: (910) 278-5011 • Fax: (910) 278-3400 • Website: www.oakislandnc.com 813 - NCDENR REFERENCE DATE DESCRIPTION AMOUNT DISCOUNT NET PAID ------------------------------------------------------------------------------- PIPE EASEMENT 11/17/14 475.00 0.00 475.00 NCCA14A MAJOR PERMIT 45-420-4802 475.00 CHECK # DATE GROSS DISCOUNT CHECK AMOUNT ______________________________________________ __---_--------_------_- 57857 11/17/14 475.00 0.00 475.00 TOWN OF OAK ISLAND t' 4601 E. ISLAND DRIVE OAK ISLAND, N.C. 28465 ,wM 4 al. (910) 276-5011 PAY ****475 DOLLARS AND 00 CENTS **** PAY NCDENR TO THE 127 CARDINAL DRIVE EXTENSION ORDER µ+ILMINGTON, NC 28405 OF BMr 057857 SOUTHPORT, NC 2S461 DATE CHECK NO. CHECK AMOOMI 11/17/2014 57857 $475.00 M0 AFM w oArc THf6 015BU M6 Ni NAS BEEN APPROVE0 AS AEQWFQ BY THE L YET r r uEo smunw ra57857,10 H:0531.0L12u:00052L680L875r non IR-1 APPLICATION for Major Development Permit (last revised 12127/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Project Name (if applicable) Business Name Lockwoods Folly River Habitat Restoration Project Town Of Oak Island Phase 1 -Eastern Channel Applicant 1: First Name MI Last Name Steve Foster 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 4601 E. Oak Island Drive Oak Island NC ZIP Country Phone No. FAX No. 28465 USA 910 - 201 - 8001 ext. 910 - 278 - 9558 Street Address (if different from above) City State ZIP Email sfoster@ci.oak-island.nc.us 2. Agent/Contractor Information Business Name Dial Cordy And Associates Inc. Agent/ Contractor 1: First Name MI Last Name Dawn M York Agent/ Contractor 2: First Name MI Last Name Rahlff Ingle Mailing Address PO Box City State 201 North Front Street, Suite 307 Wilmington NC ZIP Phone No. 1 Phone No. 2 28401 910 - 251 - 9790 ext. ext. FAX No. Contractor # 910 251 9409 Street Address (if different from above) City State ZIP Email dyork@dialcordy.com 252-808.2808 :: 1-888-411COAS7 :: www.nccoastalmanagement.net Form DCM MP-1 (Page 2 of 7) APPLICATION for <Form continues on back> Major Development Permit 252-808.2808 :: 1.888.411COAST :: www.nccoastalmonagement.net Form DCM MP-1 (Page 3 of 7) APPLICATION for Major Development Permit I. Project Location County (can be multiple) Street Address State Rd. # Brunswick 5100 - 5700 West Beach Dr.; 6000 - 6900 West Beach Dr. Ocean Drive Subdivision Name --tcity State Zip Oak Island NC 28465 - 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 Lumber River basin Eastern Channel and Atlantic Ocean c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ❑Manmade [_]Unknown Lockwoods Folly Inlet and Atlantic Ocean e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ®Yes ❑No work falls within. Oak Island 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 4,400 linear ft (0.8 mi) of oceanfront shoreline approximately 1,372,500 sq. ft; 31.5 acres of proposed beach fill c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or Not Applicable, N W L (normal water level) (if many lot sizes, please attach additional page with a list) -7.8 to +10 feet NAVD88 ®NHW or ❑NWL e. Vegetation on tract Approximately 0.6 acres of low vegetated foredunes are included within the beach placement area. This community type is dominated by grasses, such as sea oats (Uniola paniculata), American beach grass (Ammophila breviligulata), seaside little bluestem (Schizachyrium littorale), and other herbaceous species that are adapted to this highly dynamic and stressful environment. f. Man-made features and uses now on tract There are no man-made structures other than previously placed sandbags. The project area is publicly accessible oceanfront shoreline used recreationally by visitors and residents. g. Identify and describe the existing land uses adjacent to the proposed project site. Adjacent land uses include residential ownership, public access, and tourism related uses. h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning? Public access and use adjacent to residential area zoned (Attach zoning compliance certificate, if applicable) R2. ®Yes ❑No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ENo k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ENo ❑NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ENo ❑NA National Register listed or eligible property? <Form continues on next page> 252-806-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net Form DCM MP-1 (Page 4 of 7) APPLICATION for Major Development Permit m. (i) Are there wetands 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. All areas wastewater treatment is by a centralized sewer system that has been recently installed. o. Describe existing drinking water supply source. Water supply for Oak Island is provided by Brunswick County from well fields on NC 211 (groundwater) and from the Cape Fear River (surface water). The Town maintains two small wells for emergency purposes. p. Describe existing storm water management or treatment systems. The proposed Project would not result in new impervious areas requiring stormwater management and/or treatment systems. 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government ❑Private/Community 252-808-2808 :: 1.888.4RCOAST :: www.nccoastal management. net Form DCM MP-1 (Page 5 of 7) APPLICATION for Major Development Permit b. Give a brief description of purpose, use, and daily operations of the project when complete. The purpose and need for the restoration project is driven by (1) commercial and recreational navigation requirements, (2) estuarine 8 riverine water quality degradation, and (3) coastal erosion, which is currently rendering infrastructure vulnerable and creating habitat loss for turtle nesting. Currently, the navigation of Eastern Channel, a natural channel, is limited to high tides and many areas within the channel have severely shoaled to -4 ft to -6 ft NAVD. The connection of Eastern Channel at Lockwood Folly Inlet is currently closed due to the migration of large sand shoal/spit. The proposed project will create a new channel ranging from 40 to 100 feel wide connecting Eastern Channel to Lockwood Folly Inlet allowing safe navigation of commercial and recreational vessels. Please note that a shallow channel (-2.5 ft to -5 ft NAVD) has recently formed in the area planned for dredging. The proposed action consists of dredging a channel with placement of beach compatible material on the beach at the West end of the Town and placement of non -beach compatible material in the upland disposal area at Sheeps Island. A total of 229,000 cy of material will be excavated with approximately 201,800 cy of beach compatible material and 27,200 cy that will be placed upland at Sheep Island. Excavations would be made by cutter head dredge and pumped via pipe to the beach or upland disposal area. Sediment would be spread via land -based equipment and shaped into a recreational beach between the existing toe of the foredune and the low watermark. The beach fill will impact a total of 31.5 acres of beach and inshore area. There will be two fill reaches of the project as illustrated in the permit drawings. Anticipating approximately 10% reduction of volume of material (between what is dredged and ultimately placed on the beach), a total of 181,600 cy of material is planned to be placed on the beach. The beach will include a flat berm at elevation +7.0 ft NAVD88 (based on a review of numerous years of profile data for the existing berm elevation), extending seaward to a depth of (-)-7-8 ft NAVD88 on a 1:20 slope. A 20-ft wide dune with a crest elevation of +10.0 ft NAVD will be restored fronting the properties on west beach that installed sandbags this year (6623, 6621, 6617, and 6615, West Beach Drive, Oak Island, NC). Reach 1 extends from approximately the 6900 block of West Beach Drive to approximately 6000 block (2,900 feet). Along this reach of shoreline, the project will contain -13 - 88 cubic yards (avg = 50) per linear foot (cy/ft) of beach fill, with a berm width initially placed 20-95 feet (ft) wide (see attached drawings). A taper section -250 ft long will tie the main fill into the natural shoreline at the ends of each reach. Lengths and volumes include the planned taper sections. Reach 2 extends from approximately the 5700 block of West Beach Drive to approximately 5100 block (1,500 feet). Along this reach of shoreline, the project will contain -25 - 35 cy/ft (drawing sections shown at worst case areas but avg = 25) of beach fill, with a berm width initially placed 20-40 ft wide (see attached drawings). A taper section -250 ft long will tie the main fill into the natural shoreline at the ends of each reach. Sediment characteristics for the borrow area from recent borings are summarized in the narrative. Material placed on the beach will be consistent with NCDCM sediment compatibility standards and will be visually monitored for sediment quality. The Project would restore storm protection volumes and elevations and reduce potential storm damage to the sub -aerial beach, protective berm, adjacent infrastructure, and coastal structures within the Project footprint. Once completed, public, private, and commercial uses would continue including sunbathing, walking, wading, shelling, fossiling, fishing, etc. 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. The proposed dredging of the navigation channel will be performed by a hydraulic cutter head dredge and conveyed to the beach nourishment and upland disposal area via pipeline. The beach compatible material will be placed along the shoreline as illustrated in the permit drawings. Only the profile above high water is controllable in beach nourishment construction; intertidal and underwater portions of the profile will be subject to natural adjustment by waves. Work will progress in sections within the proposed navigation channel from west to east and along the beach. The pumping rate and construction duration will depend on the size of the dredge and pipeline used by the Contractor and duration may be expected to be between 30 to 60 days. Construction activities will involve movement of heavy equipment and pipe along the beaches. Once a section is complete, piping and heavy equipment will be shifted to a new section and the process repeated. As soon as practicable, sections will be graded and dressed to final slopes. Other than at temporary equipment staging areas, residents and visitors along the project area will not experience significant disruption to recreational activities except within the immediate construction area. Land -based equipment will be brought to the site over public roads and will enter the beach at existing beach access at the western end of the island. Existing dunes and vegetation on the beach will be avoided and preserved; however, any alteration of dune vegetation/topography necessary for equipment access will be repaired to pre -project conditions. Daily equipment staging will be on the constructed beach seaward of the dune line. Construction contracts will provide for proper storage and disposal of oils, chemicals, and hydraulic fluids (etc.) necessary for operation in accordance with state and federal regulations. 252-808-2808 :: 1-688-4RCOAST :: www.nccoastalmanagement.net Form DCM MP-1 (Page 6 of 7) APPLICATION for Major Development Permit The proposed project involves dredging and placement of 201,800 cy of beach -quality sand. Based on the project experiences and communication with potential contractors the proposed dredge may range in size from 16 to 24 inch hydraulic dredges. Production rates will depend on the size of plant used and may range from 3,200 cy/day (16 in) to 7,000 cy/day ( up to 10,000 cy/day) if the 24 in dredge were used. The average production per day varies widely according to transportation distance and specifications of the project. It is anticipated the proposed construction will be accomplished in approximately one to two months. The project is planned to bid out in mid December with construction start in mid February. Given the current schedule, a request will be made to extend the routinely approved environmental window (November 16 through March 31) by an additional month (to April 29th 2015) to ensure adequate time and provide an additional buffer due to any unforeseen events. d. List all development activities you propose. Dredging a channel with placement of beach compatible material on the beach. Non -compatible material will be placed in the upland disposal area at Sheeps Island. A letter of consent was provided by the NC State Property Office 4 December 2014 and has been included in this application package. e. Am 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? — 53.3 ❑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. A sand slurry mix would be pumped along the Project template in which diffusion plates will be used moderating discharge velocity and direction therefore maximizing sand precipitation. Diverision rows of pushed sand will direct the slurry down the beach supplementing additional sand deposition and minimizing potential swash zone turbidity effects. 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> 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (0 are always applicableto any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, 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. 252.808-2808 :: 1.888.4RCOAST :: www.nccoasta lma nagement. net Form DCM MP-1 (Page 7 of 7) APPLICATION for Major Development Permit I. 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 Mr. Lloyd Bumgamer _ Phone No. None found Address 1010 Cranes Creek Rd., Cameron, NC 28326 Name Mr. Thomas M. Cooley Phone No. None found Address 2223 Croydon Rd., Charlotte, NC 26207 Name Mr. Robert Buysse Phone No. None found Address 720 Glmghoul Rd., Chapel Hill, NC 27514 'See attached page for full list g. A list of previous stale or federal permits issued for work on the project tract. Include permit numbers, permutes, and issuing dates. General Permit Ns 63904-63907, Issued 21 May 2014. h. Signed consultant or agent authorization form, if applicable. 1. 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. 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 25 November 2014 Print Name _Steve Foster_ Signature Please indicate application attachments pertaining to your proposed project. ®DCM MP-2 Excavation and Fill Information ODCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development ❑DCM MP-4 Structures Information 252.808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net Form DCM-MP1 f. List of names of adjacent waterfront property owners. Name: William Shelley, Sr Address: 20612 Gleaning Court, Gaithersburg, MD 20882 Name: Robert Buysse Address: 720 Gimghoul Road, Chapel Hill, NC 27514 Name: Thomas Cooley Address: 2223 Croyden Road, Charlotte, NC 28207 APPLICATION for Major Development Permit Phone: 301-926-1.395 Phone: 919-960-2878 Phone: 704-336-8825 Name: Lloyd Bumgarner Phone: 910-245-1948 Address: 1010 Cranes Creek Road, Cameron, NC 28326 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 9,234' N/A N/A N/A N/A N/A 4,400' Width 40-100' 325' Avg. Existing -q 0' NAVD88 NA NA -2.0' NAVD Depth I Final Project -9.0 to -15.0 NA NA +7.0' NAVD & Depth NAVD88 Below 1. EXCAVATION ❑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. Medium Sand and Silts and Clays (See Attached Project 229,000 cy from Eastern Channel (201,800 cy of beach compatible Narrative) material and 27,200 cy to be placed in Sheep Island CDF) c. (1) Does the area to be excavated include coastal wetands/marsh d. High -ground excavation in cubic yards. (CW), submerged aquatic vegetation (SAV), shell bottom (SB), None 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: Improved Navigation Maintenance and Water Quality for Eastern Channel 2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable a. Location of disposal area. b. Dimensions of disposal area. Oceanfront Shoreline - western Oak Island (beach 4,400' Long x 325' wide- Avg. Berm Width= 51' compatible sand) & Sheep Island (very fine sands, silts and clays) c. (i) Do you claim titre to disposal area? d. (i) Will a disposal area be available for future maintenance? ❑Yes ®No ❑NA ®Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner. (ii) If yes, where? Along entire length of project placement area as needed for maintenance & replacement as well as Sheep Island for uncompatible material e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water? (CW), submerged aquatic vegetation (SAV), shell bottom (SB), ®Yes ❑No ❑NA or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. (ii) If yes, how much water area is affected? ❑CW ❑SAV ❑SB 17 Acres below MHW 7.8 Acres below MLW OWL ®None 252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06 Form DCM MP-2 (Excavation and Fill, Page 2 of 3) (it) Describe the purpose of disposal In these areas: Shore Protection 3. SHORELINE STABILIZATION ❑This section not applicable (if development is a wood groin, use MP-4 - Structures) a. TvDe of shoreline stabilization: b. Length: 4 400' ❑Bulkhead ❑Riprap ❑Breakwater/Sill ®Other: Beach Nourishment c. Average distance waterward of NHW or NWL: exiling to proposed MHW — 108.5' e. Type of stabilization material: Medium Sand g. Number of square feet of fill to be placed below water level. Bulkhead backfll _ Riprap _ Breakwater/Sill _ Other 339,700 so ft below MLW 743,000 so ft Below MHW i. Source of fill material. Eastern Channel - see permit drawing. 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization)' a. (i) Will fill material be brought to the site? ®Yes ❑No ❑h If yes, (it) Amount of material to be placed in the water 25,620 CY below MLW 78,060 CY Below MHW (lii) Dimensions of fill area 4.400' Long by 325' Wide (iv) Purpose of fill Shoreline and Infrastructure Protection, Improvement of sea turtle nesting habitat 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? See Attached Project Narrative c. (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. NA Width: 325' d. Maximum distance waterward of NHW or NWL: existing to proposed MLW - 73.3' f. (i) Has there been shoreline erosion during preceding 12 months? ®Yes ❑No ❑NA (it) If yes, state amount of erosion and source of erosion amount information. There are a number of vulnerable homes along the west end of Oak Island, as 2013-2014 winter storms and subsequent erosion have necessitated the Installation of sandbags to prevent loss of these homes. A series of escarpments (6 to 8 feet in height) have formed along this reach of shoreline that limit sea turtle nesting habitat. h. Type of fill material. beach compatible sand (poody sorted fine sand with median grain size of 0.31 mm) []This section not applicable b. (1) Will fill material be placed in 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 (it) Describe the purpose of the fill in these areas: NA b. What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? hydraulic cutter head dredge, 24-Inch pipeline to convey material from borrow area to placement area d. (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes ®No ❑NA (1I) If yes, explain steps that will be taken to avoid or minimize environmental impacts. 252-808.2808 :: 1-888-4RCOA5T :: vvvvw.nccoastalmanagement.net revised: 12/26/06 FOrM DCM WW-2 (Excavation and Fill, Page 3 of 3) 35,November.2014', (Date L:ockwoods Folly River Habitat Restoration,Project, Phase 1— JEestem Channel Name Steve Fosterjown Manager of Oak Island 'Applicantt. Na . Aw, 'Applicaw�'Signal NA 252.808.2808 :: 1.888.4RCOASY :: www.nccoastaimanagement.net revised: 12/26/06 0 North Carolina Department of Administration Pat McCrory, Governor Bill Daughtridge, Jr., Secretary December 3, 2014 Dawn York Dial Cordy and Associates, Inc. 201 N. Front Street, Suite 307 Wilmington, NC 28401 RE: Letter of Consent from Underlying Property Owner Town of Oak Island — Lockwoods Folly River Habitat Restoration Project USACE Disposal Area 286 — Sheep Island To Whom It May Concern: State Property Office This letter of consent has been requested for permission to use United State Army Corps of Engineers (USACE) Dredge Disposal Area 286. The Dial Cordy and Associates firm is authorized by the Town of Oak Island to act as agent for the Town seeking permission for the disposal of±27,200 cubic yards of dredge material into USACE Disposal Area #286. The proposed Lockwood Folly River Habitat Restoration Project includes dredging which will create a new channel 100' wide connecting Eastern Channel to Lockwood Folly inlet; placement of compatible dredge material on the beach at the west end of the Town and the placement of non -beach compatible material in Disposal Area 286 (Sheep Island). As a requirement of this Consent for the disposal of±27,200 cubic yards of dredge material into USACE Disposal Area #286, the applicant shall obtain permission from the United States Army Corps of Engineers who possess the easement rights for USACE Disposal Area 286. As underlying property owner, The State of North Carolina grants permission to use USACE Disposal Area 286 in strict accordance with USACE and CAMA permits. Slate of North Carolina State Property Office �-` A.ukl-1,� Timothy G. Walton General Real Estate Manager TGW/jmw Melling Addren: Telephone (919) 807-4650 Location: 1321 Mail Service Center Fax (919) 733-1431 116 West Jones Street Raleigh, N.C. 27699-1321 State Courier #52-71-78 Raleigh, North Carolina An Equal Opportunity / Affirmative Action Employer Web: hap:/Avww.ncspo.org North Carolina Division of Coastal Management Major Permit Application Lockwoods Folly River Habitat Restoration Project Phase 1 - Eastern Channel Oak Island, Brunswick County, North Carolina November 24, 2014 Proposed by: Town of Oak Island Brunswick County, North Carolina Prepared for: North Carolina Department of Environment & Natural Resources Division of Coastal Management 127 Cardinal Drive Extension Wilmington, North Carolina 28405 Prepared by: Dial Cordy and Associates Inc. 201 N. Front St., Suite 307 Wilmington, North Carolina 28401 I Cl :711 X•].YK•i, k", k &: Page LIST OF FIGURES......................................................................................................................III LIST OF TABLES.........................................................................................................................III 1.0 INTRODUCTION................................................................................................................1 1.1 Background....................................................................................................................1 1.2 Authorization...................................................................................................................1 1.3 Purpose and Need..........................................................................................................4 2.0 DESCRIPTION OF THE PROPOSED ACTION................................................................8 2.1 Project Design................................................................................................................8 2.1.1 Historical Sedimentation Patterns..................................................................................8 2.1.2 Basis of Design of the Proposed Channel....................................................................13 2.1.3 Predicted Performance.................................................................................................13 2.2 Methods of Construction...............................................................................................14 2.3 Construction Schedule.................................................................................................20 2.4 Sediment Compatibility.................................................................................................22 2.4.1 Native Beach Sediment................................................................................................22 2.4.2 Proposed Dredged Sediment.......................................................................................22 2.5 Alternative Designs and Analysis.................................................................................31 3.0 CULTURAL RESOURCES..............................................................................................33 4.0 PROPOSED CONSERVATION MEASURES..................................................................34 5.0 COMPLIANCE WITH BRUNSWICK COUNTY AND CAMA LAND USE PLAN...............37 6.0 COMPLIANCE WITH THE N.C. ENVIRONMENTAL POLICY ACT.................................37 7.0 CONSTRUCTION EASEMENTS.....................................................................................37 8.0 REFERENCES.................................................................................................................37 APPENDIX A Pre -Application Agency Meeting Minutes APPENDIX B Pipeline Drawing APPENDIX C Permit Drawings APPENDIX D Vibracore Logs APPENDIX E Draft Biological Assessment APPENDIX F Eastern Channel Project Update Memo APPENDIX G Draft Essential Fish Habitat Assessment ATTACHMENT 1 DCM MP-1 Application ATTACHMENT 2 DCM MP-2 Excavation and Fill NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 LIST OF FIGURES Page Figure 1. Vicinity and Location Map.............................................................................................2 Figure 2. Proposed Dredging and Sand Placement Areas - Phase 1..........................................3 Figure 3. Aerial Photograph Depicting Bisecting Channel through Shoal....................................5 Figure 4. Map of Reach 1 — West End Nourishment Plan.........................................................10 Figure 5. Map of Reach 1 — East End Nourishment Plan..........................................................11 Figure 6. Map of Reach 2 — Nourishment Plan..........................................................................12 Figure 7. Example of Eastern Channel Dredging Area Site Plan (1 of 7)..................................15 Figure 8. Eastern Channel Dredging Area Typical Section.......................................................16 Figure 9. Oak Island Fill Template, Typ.....................................................................................17 Figure 10. Sheep Island Disposal Plan......................................................................................18 Figure 11. Sheep Island Fill Section..........................................................................................19 Figure 12. Native Beach Sediment Samples.............................................................................23 Figure 13. Vibracore Locations and Proposed Dredge Depths.................................................25 Figure 14. Eastern Channel Alignment Options.........................................................................32 LIST OF TABLES Page Table 1. Preliminary reach length and nourishment fill volume...................................................9 Table 2. Native beach sediment characterization and NCDCM rule..........................................24 Table 3. Native beach sediment statistics..................................................................................24 Table 4. Sediment characteristics of material proposed for placement on Oak Island..............26 Table 5. Sediment characteristics of material proposed for placement on Sheep Island upland disposalarea................................................................................................................27 Table 6. Sediment statistics of material proposed for placement on Oak Island.......................28 Table 7. Sediment statistics of material proposed for placement on Sheep Island upland disposalarea................................................................................................................29 Table 8. Composite sediment characteristics of proposed beach fill compared to native sediment.......................................................................................................................30 Table 9. Composite sediment statistics of proposed beach fill compared to native sediment ... 30 NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 LIST OF PHOTOGRAPHS Page Photograph 1. View of sandbags installed on the western shoreline of Oak Island....................6 Photograph 2. View of escarpment on the western shoreline of Oak Island...............................7 Photograph 3. View of water control structure within Sheep Island Disposal Site.....................20 Photograph 4. View of outfall pipe structure at Sheep Island Disposal Site..............................20 NCDCM Major Permit Application Phase 1 — Eastern Channel IV Dial Cordy and Associates Inc. November 2014 1.0 INTRODUCTION 1.1 Background The Brunswick County Board of Commissioners and the United States Army Corps of Engineers (USACE), Wilmington District have been considering and planning the Lower Lockwoods Folly River Habitat Restoration Project for over 30 years (Figure 1). The overall goals of the restoration project are to: (1) Maintain the economic viability of tourism, the largest industry of Brunswick County (the County) and the Town of Oak Island (the Town), and (2) Preserve the environmental, cultural, and aquatic resources of the County and the Town by providing improved navigation and water quality within the Eastern Channel while beneficially using the dredged material (specifically to protect vulnerable infrastructure) to the maximum extent practicable. i In 2009, the Brunswick County Board of Commissioners in collaboration with the Southeast Brunswick Conservancy conducted a feasibility study focused on the need for navigation improvements and the secondary environmental benefit of improved flushing within the Lockwoods Folly River habitat. The portion of Eastern Channel which leads from Lockwoods Folly Inlet to Montgomery Slough and the Davis Canal have both shoaled over time, altering the estuarine hydrodynamics and the aquatic habitat of tidal creeks at the southern extent of the Lockwoods Folly River. As evidenced in historical photographs dating back to 1938, there has been periodic formation of marginal channels bisecting the flood shoal at Lockwoods Folly Inlet and continuous sedimentation and migration of those channels (see Appendix A — Pre - Application Agency Meeting Minutes). The Lower Lockwoods Folly River Habitat Restoration Project, as envisioned by the County, consists of two phases to improve the flushing and circulation in the lower Lockwoods Folly River and to improve navigation in the Eastern Channel. Phase 1 includes improvement of navigation of Eastern Channel via dredging and the beneficial use of beach -compatible dredged material to nourish the western oceanfront shoreline of Oak Island to the maximum extent feasible (Figure 2). Nonbeach-compatible material will be placed within an existing confined disposal area on Sheep Island (Figure 2). Phase 2 includes improved flushing of the Galloway Flats area. The project will be similar to the Section 206 project proposed by the USACE and described in the Section 206 Preliminary Restoration Plan (July 2003). This USACE plan sought funding in that year; however, Congress did not provide funding for environmental projects. 1.2 Authorization Beach nourishment permitting requires state and federal actions mandating review through the Rivers and Harbors Act Section 10 and the Clean Water Act Section 404. These state North Carolina Division of Coastal Management (NCDCM) and federal permitting actions NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 ...ruua�� ou 0 r . " ne.Azxwm t �aMr - ROPOEEOORenawD� G• I _ •. rua •�^••. NOUIII]NYGT�lQtZY E.� � _ YMBON BNEET2 r.lnei.ervw r. _c ' '�y roev ear N... $ A 7 L.A N7 r�C 0 ¢"•EA N kWECTMM a a VICINITY MAP LOCATION MAP sgllCT 7/)!E`. IDOMY000 MUYNAIITATN MMTON YRLVA:LD iO¢' B11UN8WK'K000NTY.NORIII C11N011M 9rt[T pR(t y.R/ PROJECTOPE001N00FMTERNCNM M - ' -VICINITY AND LOCA71ON MAP mn mFPAOFa er. uwn .n aa>6:'NwmerrxN 28 J Figure 1. Vicinity and Location Map NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 1R 3? 27;200 CY OF NON -BEACH COMPATIBLE Tg' MATERIAL PLACED AT AIWW DISPOSAL S j AREA NO. 266 (SKEE ISLAND) E b r SNE I NO ISPO P N -SHEET 3 �1 -201,800 CY OFBEACH 2],200 CY 0'r NON -BEACH COMPATIBLE MATERIAL COMPATIBLE MATERIAL cJ ^� DREDGED DREDGED At 37.700 CY OF BEACN w rw q rL{J PCOMP LACED IBLE:MATERUL ��D � �...,.-� •'�>Ir��,w�''Lt.�`�i��i�r. �� t Gt",;�yt7r-,f ... �k�.- - "ai+_,.�._J�'= �;.�:.-,.g-.J,-:� 143,900 CY OF BEACH LOMPAMSLE MAIERIAL PLACED SHEET E 4 10R/LS LOSS DREDGED VS PLACED gTERIAL.A_ OURI T OUR SHMENTP N$- EET$ TH iFOLCTTDL^ LOCNWOODSFOLLYNASITATRESTOMWN FyTAR2D fOT g11UM8WICKCdMIY.'NOIiTp CAROMM - 94F)IIDF. 9kEI PROJECT DRLDGIxD OF EASTERN CNANN9: KEY MAP z VA A WW.PO 'o' FlTIDHIXO er. p AW.p L aTe xRWYagxm. ze Figure 2. Proposed Dredging and Sand Placement Areas - Phase 1 NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 including the USACE's Section 404 authorization. Existing information for the proposed project area is contained within several ongoing studies and previously issued USACE General Revaluation Report and Draft Environmental Impact Statement for the Brunswick County Beaches, Coastal Storm Damage Reduction Project. General Permit #s 63904-63907 were issued for approximately 250 linear feet of sandbags protecting four (4) homes on 21 May 2014. These same property owners applied for a major permit to install more sandbags in excess of the 6-ft height and 20-ft base width allowable under current rules (personal communication, Heather Coats, NCDCM, 17 November 2014). As the Project Area is adjacent to Lockwoods Folly Inlet, project authorization at Lockwoods Folly Inlet consists of a 12 feet (ft) deep (MLW — 15,ft deep NAVD) by 150 ft wide channel from the deep water of the Atlantic Ocean to the intersection of the Atlantic Intracoastal Waterway (AIWW) and a channel 6 ft deep by 100 ft wide from the intersection of the AIWW, extending north within the banks of the Lockwoods Folly River and terminating at the NC State Highway 211 bridge. The USACE Wilmington District currently conducts maintenance dredging of the inlet to 8 ft MLW within the outer part of the channel. For this project, the USACE and NCDCM are acting as cooperating agencies in the analyses required by the National Environmental Policy Act (NEPA). These federal permitting actions trigger the development of Biological and Essential Fish Habitat Assessments. These supplemental documents will be used by the USACE for consultation purposes with the United States Fish and Wildlife Service (USFWS) and the National Marine Fisheries Service (NMFS). 1.3 Purpose and Need The purpose and need for the restoration project is driven by (1) commercial and recreational navigation requirements, (2) estuarine and riverine water quality degradation, and (3) coastal oceanfront erosion, which is currently rendering infrastructure vulnerable and causing habitat loss for sea turtle nesting. Currently, navigation of Eastern Channel (a natural channel) is limited to high tides, and many areas within the channel have severely shoaled to -4' to -6' North American Vertical Datum (NAVD) which is equivalent to -V to -3' MLW. The connection of Eastern Channel at Lockwoods Folly Inlet is currently closed due to the migration of a large sand shoal/spit. Phase 1 will create a new 100-ft wide channel connecting Eastern Channel to Lockwoods Folly Inlet, which will allow the safe navigation of commercial and recreational vessels (Figure 2). A shallow channel has recently formed in the proposed dredge area and is visible in the February 2014 aerial photograph (Figure 3). This channel location has been observed in many historical aerial photographs as well (Appendix A). The flood shoal experiences heavy recreational use by boaters for congregating and swimming. Water quality has long been a concern of the Town. Nutrient and fecal levels have spiked in Davis Creek, a tributary of Eastern Channel. Eastern Channel itself is designated as impaired waters and has a surface water classification SA/HQW (Town of Oak Island, 2009 CAMA Land Use Plan Update). The Town has recently invested over $177 million in a sewer system to limit further water quality degradation into receiving waters. As documented by the North Carolina Division of Water Quality (NCDWQ), fecal coliform data between 2008 and 2010 at the Davis Canal Monitoring Station was above state standards for shellfish and swimming uses. NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 ates Inc. )er 2014 Improvements to navigation in Eastern Channel will result in additional tidal flushing, which will improve water quality conditions. Loss of property is another concern of the Town of Oak Island. A number of homes along the west end of Oak Island are now vulnerable to damage. The 2013-2014 winter storms and subsequent erosion have necessitated the installation of sandbags to prevent loss of these homes (Photograph 1). A series of escarpments (6- to 8-ft-high) have formed along this reach of shoreline and limit sea turtle nesting (Photograph 2). The NCDCM permitted approximately 250 linear feet of sandbags protecting four (4) homes on 21 May 2014 (personal communication, Heather Coats, NCDCM, 17 November 2014). The four (4) property owners applied for a major permit to install additional sandbags in excess of the 6-ft height and 20-ft base width allowable under current rules. The Coastal Resources Commission (CRC) granted a variance request on 19 November 2014. Homeowners will construct sandbag protection with a maximum base width of 30-feet. Homeowners will be allowed to maintain the bags at the height of the erosion escarpment since additional sand loss on the beach after the installation caused the sandbags to drop approximately 6 — 8 feet below the escarpment behind the bags (personal communication, Heather Coats, NCDCM, 24 November 2014). Photograph Photo taken 28 August 2014. NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 6 Photograph 2. View of escarpment on the western shoreline of Oak Island. E.- Photo taken 28 August 2014. In summary, Phase 1 will accomplish the following: Dredging Eastern Channel will yield approximately 201,800 cubic yards (cy) of beach - compatible material that will be placed on the western beaches of Oak Island (Figures 2 and 3) to protect existing infrastructure and provide suitable turtle nesting habitat. • Restore estuarine habitat surrounding the Eastern Channel of the Lockwoods Folly River and improve water quality conditions within the Montgomery Slough (currently listed as an impaired water body) (CAMA Land Use Plan 2009); • Provide a safe channel for both commercial and recreational navigation for shallow draft vessels; and • Provide protection of infrastructure on the western oceanfront shoreline of Oak Island while maintaining tax revenues to the Town, County, and state. NCDCM Major Permit Application Phase 1 — Eastern Channel 7 Dial Cordy and Associates Inc. November 2014 2.0 DESCRIPTION OF THE PROPOSED ACTION 2.1 Project Design As a basis of design for the proposed navigation channel, Moffatt & Nichol: (a) reviewed historical data and prior investigations to qualitatively assess historical sedimentation patterns and channel stability, (b) sized the channel cross-section using empirical methods, and (c) quantified the expected shoaling rates and patterns using empirical methods and review of model investigations by others. 2.1.1 Historical Sedimentation Patterns As documented by prior investigation [Coastal Science and Engineering (CSE) 20091 and illustrated in the aerial photographs from 1938 to 2014, there has been episodic formation and subsequent shoaling of bisecting channels through the flood shoal at Lockwoods Folly Inlet and the ebb shoal of Eastern Channel (Appendix A). Historically, there has been significant migration and periodic closing of the Eastern Channel. The presence, size, and orientation of the channels have varied significantly from a channel parallel and adjacent to the backside of Oak Island, through the flood shoal in the proposed location to parallel to Sheep Island. In 1978, a pilot channel was dredged parallel to Sheep Island; within five years the channel had migrated south and by 1986 it followed an alignment similar to that which is currently proposed. The Eastern Channel shifted to an east — west orientation parallel to the backside of Oak Island by 1996. From 1996 to 2013, the Eastern Channel followed that orientation with periodic shoaling and channel closure. Within the past year, as illustrated in the 2014 aerial photograph (Figure 3), a spit has formed from Oak Island parallel to the Shallotte Inlet channel, effectively closing the Eastern Channel (orientation due west). The proposed channel dredging alignment follows the recently formed shallow channel as described above. The proposed action consists of dredging a new channel within Eastern Channel and placing compatible dredged material on the beach at the west end of Oak Island while placing non - compatible material in the upland disposal area on Sheep Island. A total of approximately 229,000 cy of material will be excavated including approximately 201,800 cy of beach - compatible material for Oak Island and 27,200 cy non -compatible material for Sheep Island. Excavations would be made by cutterhead pipeline dredge and material would be pumped via pipeline to the beach or upland disposal area (see details of the pipeline in Appendix B — Pipeline Drawing). The pipeline is located 22-feet west of the centerline of 57t' West Beach Dr. Public Works Director, John Michaux, will provide guidance to exact location to agencies (personal communication, John Michaux, Town of Oak Island, 17 November 2014). A letter of consent for the disposal of non -compatible material into Sheep Island (Disposal Area #286 was received from the NC State Property Office 4 December 2014. A copy of the letter is provided in the CAMA Major Permit Application package. Sediment would be distributed via land -based equipment and shaped into a recreational beach between the existing toe of the foredune and the low watermark. The beach fill will impact a total of 22.4 acres of intertidal and dry beach area. NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 [3 There will be two fill reaches on Oak Island as identified in Table 1 and illustrated in Figures 4, 5, and 6. Additional detailed permit drawings are provided in Appendix C. Anticipating an approximate 10% reduction of volume of material (between what is dredged and ultimately placed on the beach), a total of 181,600 cy of material is planned to be placed on the beach. The beach will include a flat berm at elevation +7.0 ft NAVD88 (based on a review of numerous years of profile data for the existing berm elevation), extending seaward to a depth of approximately -7-8 ft NAVD88 on a 1:20 slope. A 20-ft-wide dune with a crest elevation of +10.0 ft NAVD will be restored fronting the west beach properties that installed sandbags this year (6623, 6621, 6617, and 6615 West Beach Drive, Oak Island, NC) (General Permits 63904- 63907). Reach 1 extends from approximately the 6900 block of West Beach Drive to approximately the 6000 block (2,900 ft) (Figures 4 and 5). Along this reach of shoreline, the project will contain —13 to 88 cy [average (avg) = 50] per linear ft of beach fill with a berm width initially placed at 20 to 95 ft. A —250-ft long taper section will tie the main fill into the natural shoreline at the ends of each reach. Lengths and volumes include the planned taper sections. Reach 2 extends from approximately the 5700 block of West Beach Drive to approximately the 5100 block (1,500 ft) (Figure 6). Along this reach of shoreline, the project will contain —25 to 35 cy/ft (avg = 25) of beach fill with a berm width initially placed 20 to 40 ft. A —250-ft long taper section will tie the main fill into the natural shoreline at the ends of each reach. Sediment characteristics for the borrow area from recent borings are summarized below in Section 2.4. Material placed on the beach will be consistent with the NCDCM sediment compatibility standards (15A NCAC 07H .0312) and will be continuously visually monitored for sediment quality during construction and immediately after. Table 1. Preliminary reach length and nourishment fill volume Nourishment Reach Project Approximate Average Unit Fill Reach Reach Length (ft) Station Geographic Volume Volume Location c Ift (cy) 676+06 69" Place W to OI — Reach 1 2,900 to 60t" Place W 49.6 143,900 647+06 633+44 57'" Place W to OI — Reach 2 1,500 to 51st Place W 25.1 37,700 618+44 'Reach length includes 250-ft taper section at the beginning and each end of reach. 2Unit fill volume calculations include taper sections. NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 k r T" ----- SANDBAGS FRONT PROPERTIES AT NL F I Rapp T - WIS. 6617, 5621, 9623 WEST eEACH -�}! •! 1 i•� T T.. DRIVE. ALONG APPRO%IMATELY 250 ��% 1 • I T-'T LMEM FEET GE SHORELINE T \ -ASING — — — -- -o- — — � - EIMM EL A.9 E. \ ^ _ ..EIGSTING YLW EL -294 ' PROPOSED YHW EL +1.79 , .,�.. _.._..�..�.._..—.. 201 ROPE PROPOSED YLW EL -2.94 1 \� `J In Iry / 1 ��%NOORISHLIFNT -' jplu } IrW� %PPE LIMIT u;R J I I I Y +)Iw CNI!- not /MCCF nR£: LIfGMY00A6MN OF EATERNTOM1gN 17,MON6WIGKLOUIITY.NORTNGAROLIIUJ 9Q1AACUl PRWEGT DSFOING A EASTERNCHMN6NOIIRIfNMM PLAN / OF 0 >a. Figure 4. Map of Reach 1 - West End Nourishment Plan NCDCM Major Permit Application Phase 1 - Eastern Channel 10 Dial Cordy and Associates Inc. November 2014 I - _ T'"TTr yl �._. MMW EL +179 r BERM EL N.O MR �EC =QSI — — — — — — - — — — T.._._._._._._._. _.-. .-._ w ' PROPOSED ' ' -Emrne _ wlw n -z94 � � MRw EL .i.ro _ _._._. .t. ._ � -i— 1 90:1 SLOPE PROPOSED I PPOPOSED MIL a -0.J) 4LW FL -2.M- I _— - — - ;1l l 40URTSRMERT Nlo of �I . RIr n - SLOPE UMIT N,eV min 5I �I� �I �I� -Ix w�c)nnr Locuw000s wur Mi4ur�r xesro,unoM vrtrnxm roc eeuMewcK cawfTr, xanT4cunuMA secs nnc am PnwEct owEoo4a a EYTER4 CHANNELNOURI8NMENT PLAN 2 OF J � ��� M•ro�P'1 � Aarnam Pr 4ow•n•wcw� wz cwnw m. -�_ �_. _ _. 48 Figure 5. Map of Reach 1 — East End Nourishment Plan NCDCM Major Permit Application Phase 1 — Eastern Channel 11 Dial Cordy and Associates Inc. November 2014 N �'--T'- ��, ) iA Ili l y t l •!,a! 3 i 1 !1; � :3i � 1 91$ �� If I If 6 if I I ERM EL 7.0 1 - -' —_ =A .•-. .� I M,W IEL- 2.94 I o MHW EL�1 _ PROPOSED — -- r,� 1 -. �� wI -------- PROPOSED 1 -PROPOSED I /� `\ MEL 057L MLW EL -2.9{ NOLIRISHMEMT SLOPE Lwy 1 I r I i I I 1 I i mlb +I 1 1 a � nIW o�I1. Oar N mir R1� NIA -(r0)— NIA N1, I� _ w_�- �'u C!C .2[. LOCM(XIDS FOLLY HABITAT RESTORATION gp,4RP /iIF MIMIWICN Cg W. NORTH CAROLINA ,7QI ff". OJ9,((/ PRECT OW REONO OF.4 AN CHANNEL NOUMPNIl UPLM3OIW 5 w lnr m ." 61R xv+euun vrl � nm m Figure 6. Map of Reach 2 — Nourishment Plan NCDCM Major Permit Application Phase 1 — Eastern Channel 12 Dial Cordy and Associates Inc. November 2014 2.1.2 Basis of Design of the Proposed Channel CSE (2009) conducted Feld measurements of tidal water levels, discharges, and current speeds at selected locations in the Lockwood's Folly inlet system, including the main inlet channel, the Eastern Channel, and in the AIWW. From these measurements, they reported the Eastern Channel maximum flood current velocity to be 2.3 ft/second (sec) and the maximum ebb current velocity to be 3.3 ft/sec. CSE (2009) reported the Lockwood's Follow inlet flood tidal prism at 475 million cubic feet, with approximately 77.6 million cubic feet tidal prism assigned to the Eastern Channel. If the Eastern Channel is considered as a tidal inlet, the equilibrium cross -sectional channel area (Ac) can be calculated for the reported tidal prism (P) using empirical relationships. The empirical relationship determined by Jarrett (1976) for Atlantic Coast inlets is: & _ (7.75 x 10-1) pl.05 For the Eastern Channel's reported tidal prism of 77.6 million cubic feet, the corresponding Ac = 1,492 square feet. Using O'Brien's (1966) empirical calculations for the all inlets (including those with jetties), the corresponding Ac = 2,000 square feet. Currently near the west end of the Eastern Channel adjacent to Lockwood Folly Inlet, the channel has shoaled in, with an existing cross -sectional area of 250 — 400 square feet. The proposed channel cross -sectional area is 2,150 square feet. Along the reach of the main channel south of Sheep Island, the average cross -sectional area is currently 850 square feet with a proposed cross -sectional area of approximately 1,750 square feet. The proposed channel is designed at the entrance (from Station 0+00 to station 18+00) to be cut to -15 ft NAVD with a base width of 100 ft and side slopes of 3:1 (H:V). The proposed channel cross-section will narrow to 75 ft at station 25+00 and maintain this width to station 40+00; the channel base width is proposed to be 40ft at station 41+00 eastward. The proposed base elevation and depth varies as illustrated in the permit drawings with a more shallow channel (-9 ft NAVD) proposed east of station 50+75 where dredged material will be transported to the upland disposal site. 2.1.3 Predicted Performance In support of the proposed Holden Beach East End Shore Protection Project, Applied Management and Technology (ATM) (2013) developed and applied a hydrodynamic and sediment model to evaluate alternative scenarios for managing the Lockwood Folly Inlet system. An alternative simulating the dredging of Eastern Channel was presented with a northwest orientation parallel to Sheep Island. Based on the modeling, it was concluded that the relocated Eastern Channel would maintain its depth, the increased tidal prism may allow for improved water quality and it will not have a significant effect on the adjacent shorelines. The model also illustrated what practically would be expected that if the proposed Eastern Channel was dredged parallel and adjacent to the backside of Oak Island (east - west) it would shoal much more quickly than if it were oriented to the northwest. NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 13 Moffatt & Nichol employed an empirical method developed by Eysink (1983) to estimate the sedimentation rate for the proposed channel. Following the Eysink method, sedimentation rate is a function of the rate of tidal exchange, settling time, sediment concentration and fall velocity. Tidal exchange is estimated as a function of the tidal prism, horizontal eddies from discharge and density driven currents. Employing this method, the mouth of the channel (station 0+00 to 25+00) is expected to shoal in within 1 to 4 years; further to the east of station 25+00, the proposed channel is estimated to shoal within 3 to 6 years. The proposed channel is not anticipated to have significant effects on the shoaling patterns within Lockwood Folly Inlet. 2.2 Methods of Construction The proposed dredging of Eastern Channel will be performed by a cutterhead pipeline dredge and conveyed to the beach placement areas via pipeline (Figures 7 and 8). It is expected that the contractor will use floating pipeline that will daylight onto the beach for the western sections of placement. For the eastern areas, the Town has an existing easement and a 24- inch (in) reinforced concrete pipeline existing within the Town's easement (Appendix B) which crosses underneath the beach road near the marina. It is expected that this corridor will be used for the pipeline placement for the eastern sections of the project. The beach -compatible material will be placed along the shoreline as illustrated in the permit drawings (see Appendix C). Only the profile above high water is controllable in beach nourishment construction; intertidal and underwater portions of the profile will be subject to natural adjustment by waves (Figure 9). Construction will progress in sections within the proposed dredging area and along the beach from west to east (Figure 2). The pumping rate and construction duration will depend on the size of the dredge and pipeline used by the dredging, but is expected to be between 30 and 60 days. Incompatible material will be placed in Sheep Island last (Figures 10 and 11). Sheep Island has a capacity of approximately 40,000 cy. The proposed dredge material (27,200 cy) will be graded such that a minimum of 1 ft will be maintained between the crest of the existing dike and the proposed fill adjacent to the dike. It should be noted that the crest elevation around the perimeter of the disposal area varies; around the perimeter the crest is typically 22 ft NAVD to 24 ft NAVD, with the exception of the vicinity of the outlet structure. Near the outlet structure, the crest elevation is approximately 20 ft NAVD along length of approximately 50 linear feet of the dike rising up to 21 ft NAVD over a length of approximately 275 linear feet. The crest elevation of the dike could be raised to a minimum of 22 ft NAVD in order to increase the capacity of the disposal area to 40,000 cy (at El 21 ft NAVD88). A letter of consent from the NC State Property Office was provided 4 December 2014 and is included in the CAMA Major Permit application package. Photographs 3 and 4 below depict the water control structure and pipe location within the spoil site. Construction activities will involve movement of heavy equipment and pipe along the beaches. Once a section is complete, piping and heavy equipment will be shifted to a new section and the process repeated. As soon as practicable, sections will be graded and dressed to final slopes (Figure 9). Other than at temporary equipment staging areas and within the immediate. NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 14 - ��\ ♦\ l r tilrl l j`�, F f n BN 1 I Ih l�t, �//� i. uiy (rj .: � _^ ` \ 1 l�D➢ n\ / / / /. A � �I I rt_— f O � �l _ `0 00 ' 'S . } I , - --f-_— I i 91•� O � tV r DNIIS OF DREDO1Nd, \ —•vx \\`\` v r /`\\; \, ``r'[rS % rgl//• _ r\ t�tl�lll �` \ ♦,\\\l�i\til )f/ �tj Al f \,\t\�\\�_ f I \ / T\\p11a \\`\�� \\\ .\\`lV .5,= �BATFtYtAAEMitCVCONT0UR4\3VOWN BASED ON 511RVYg PEgP0R4ED-dT . rt \ / \\ \\ 2. PROPDSED,U EOtX.DEP1N5fAS19�0YN ONSMEE15161xRtl.a9-Ntl�l �\\\`t�t`�•- O NBPACOFE lOCA�ION \ ,\ _' LLDW OIE'2',f•OOT'O�DiOREDFEaOF BEACH-FlLL.YAlER1AL NO \\\,. j ALLOWABLE OVERIXimOE FRbN STADOPt 26�00 TO STATON 29�D0. ,RNCC)N)tf} LCCRNODDBi IMOFRAi NCMHM '11a4VdPlVb 8gI1NBWICK COIIMY�NCgTN CA1rot1NA 9QII nAO ,y,¢T PLgI[OTDgmGIMG OP W' 1[qN CIIANN6. DREDGING PLAN 10F7 � M AR£4 er. Wil ABPAvnanAisewA .w,c rmwmrmu Figure 7. Example of Eastern Channel Dredging Area Site Plan (7 of 7) NCDCM Major Permit Application Phase 1 — Eastern Channel 15 Dial Cordy and Associates Inc. November 2014 SECTION A 20 20 SECTION-8 io. 10 14 10 m m m 0 .0 g 0 0 w W e: per. LL Q Q v Z Z. iF -10 -lo F -10. -To > > Z w Q: -20 —20 < —2b -za, w, - Ed w -30 .. _ -30 -30 _ _ -30. G+00: 1♦00 2+00 3#00 4+00 '5+00 6+00: 0+00 1+W 2+60 3+W "00 S+ob 6+00 .DISTANCE (FEET) DISTANCE,CFEET) $.NLW=-2.94 EXIST G MADE rr i DRFAGE EL -15. NEW CH�EL SECTON too` EXISTING CRAOE $'NHW=+iJ9 ._ .g..ULW e _ 9<- Y " NEw aaNNEL�sEcnoN DREDGE EL -15.0 OHx r)7d ,LOCKW000MUYNABITATMTOMTION paennam roar BRUNSWICKCOU .NORM CMUNA 92Cr nnc .s¢rr RRo.�cr ORDwiNc of FASIERN CHnNUEL DREODE TYPICAL.SECDONST OF 14 O!Mc ravna PO d` vaviamer. �ort�n�mao� due wnviemm�� ze Figure 8. Eastern Channel Dredging Area Typical Section NCDCM Major Permit Application Phase 1 — Eastern Channel 16 Dial Cordy and Associates Inc. November 2014 671+01 PROFILE 30 30 673+53 PROFILE 30 30 20 _ZO m m 20 20. °O 90j 16 m m m ? z. �. 10 '10 Z 0 "O: Ij' W W Z Z LL v 0 0 a a :� 1,��J '1D -10'J, W W W W -10 -10 -20 -20 L-20 720 =30 -30' 0+00, 1+00 2+00 3+ED 4+00 5+00 '6+00 0+00 1+00 2+GO 3+00 4+00 5+00 6+00 DISTANCE (FEET), DISTANCE (FEET) FNOECr DD-LOCMOODFOLLYNAWTATRESTORATION {RIDA4fD lDT BRUN9WICKCGUNIY,NORIN CAROIJIAI 9l¢IIINE. ,q[[/ RROJECTDREOGING OF EAGTEAN CXANNEL - .. NOURISHMENT SECTIONS fOFe .21 rmrwmer. YCR�n+NpgL dIe Nowlmaml� 26 .� W 59NG GRADE 1 YDEriu Et +zo BERN WIDTHI 53' -f- BASE FILLi ^7 33.61 CY� PRO SED NOURISHMENT I ��_ � $ NNW = +1:79' " $-NTL�=a57- Ij I Figure 9. Oak Island Fill Template, Typ NCDCM Major Permit Application Phase 1 — Eastern Channel 17 W_ S NO'GRADE BERM EL BERM WDTH=74' �].0 - 1 BASE iILLI®�80.6 PROPOSED Y/FT � YTL NLW -a57 -=2.94 Dial Cordy and Associates Inc. November 2014 �EIaSTINC 30'O;CIAP OUTLET _ MSTING NALi__ VNV EL— 3.67 CIRCLE CMP RISFB. r TOP$+1575 w nl NOTE: EMSTING.CAPACITY OF ARYN DISPOSAL AREA 286 ISr40.000fy. PROPOSED VOLUMEOF MATERIAL TO BE: PLAM IS 27.200_Cy. - FR0.£Ct R]M: LOCKWOOOS FOLLY NABttATR[9TOMTON� iNIPIIlfAfO2 SRUNSWICNCOIINTY, MOM CAROLINA 9f6I RR£ MFT PROJELTOREDGING OF FABIERN CHANNEL ' IF AIWW DISPOSAL AREA NO. PLAN T3 PHfPARID en. NOFPAnAIucallo� fNlC xamemmi� �n�av 2D Figure 10. Sheep Island Disposal Plan NCDCM Major Permit Application Phase 1 — Eastern Channel f. Dial Cordy and Associates Inc. November 2014 'SHEEP ISLAND" FlLL SEC-nON M. SHEEP • ISLAND FILL SECTION N 40 _.40 40 40: 30 ]0 '30 30: 'm 20 zo :�� `z0'. 20 s s _ z s z_ .) 10 10 .LL.. 10 10' z 0 z z 0 0 z 0 F F F > F > O .>' O 'O 0 W W W, W =10 -20. -20 —20 -20 - C+00- 1+00 2+00 3+00 4+00 5+00 5+93 0+00 1+00 2+00 3+D0' 4+00: 5+00 :5+93' DISTANCE -,(FEET) DISTANCE (FEET) I �E%191WGGRAOE! �., PROPOSED I FlLL EL 19.6 . _I 12.5 �t NHW a.+1.79 -Y14..i=QS] -�LW 11 �. —, I I i �EXISi1NC GRADE I � PROPOSED FlLL EL 19.6 ,J cd YHW � g-YTL-vI.-O.S7. +1:]9 1 PFA rnI -- LDCHWOOD FOLLY HANITAT RESTORATION., PWP4PF . SINNSWICRCOUNW. NORTH CAROYNA 9N£I NRC 9¢Et OfHYECTDREDGING OF EAGTEAN CHANNEL SHEEP ISLAND FILL SECTIONS � MNAe xaww(rtl 8 FRlPA!?O.BY No..,.r.wa.ol. an: xorouauaNT 23 IF Figure 11. Sheep Island Fill Section NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 19 Photograph 3. View of water control structure within Sheep Island Disposal Site. Photograph 4. View of outfall pipe structure at Sheep Island Disposal Site. NCDCM Major Permit Application Phase 1 — Eastern Channel 20 Dial Cordy and Associates Inc. November 2014 construction area, residents and visitors in the Project Area will not experience significant disruption to recreational activities. Land -based equipment will be brought to the site over public roads and will enter the beach at existing beach access points along the western end of Oak Island. Existing dunes and vegetation on the beach will be avoided and preserved; however, any alteration of dune vegetation/topography necessary for equipment access will be repaired to pre -project conditions. Daily equipment staging will be located on the constructed beach seaward of the dune line. Construction contracts will provide for proper storage and disposal of oils, chemicals, and hydraulic fluids necessary for operation in accordance with state and federal regulations. The proposed activities may produce temporary and localized turbidity increases which are normally associated with hydraulic cutterhead dredging and standard beach nourishment operations. The effect of turbidity levels in the borrow area is expected to fall within the natural range of background conditions (25 NTU). 2.3 Construction Schedule The proposed project involves dredging and placement of 201,800 cy of beach -quality sand. Based on the experience of and communication with potential contractors, the proposed dredge may range in size from 16- to 24-in hydraulic dredges. Production rates will depend on the size of plant used and may range from 3,200 cy/day (16 in) to 7,000 cy/day (up to 10,000 cy/day) if the 24-in dredge is used. The average production per day varies widely according to transportation distance and specifications of the project. It is anticipated that the proposed construction will be completed within two months. Project sponsors will request project bids in mid -December 2014 with construction to start in mid -February 2015. Given the current schedule, a request will be made to extend the routinely approved environmental dredging/construction window (November 16 through March 31) by an additional month (to 30 April) to ensure adequate time and provide an additional buffer due to any unforeseen events. As per the USACE — Wilmington District Maintenance Dredging Specifications for the AIWW, Bogue Inlet Crossing to Shallotte Inlet Crossing (2013) an environmental window of 16 November to 30 April applies to the disposal of dredged material, the movement of equipment, including pipe relocation, pipe stockpiling, and pipe removal, and all escarpment leveling, final grading, etc on all oceanfront beaches. This window protects nesting and hatchling sea turtles. NCDCM Major Permit Application Phase 1 — Eastern Channel 21 Dial Cordy and Associates Inc. November 2014 2.4 Sediment Compatibility 2.4.1 Native Beach Sediment The native sediment distribution for Oak Island was defined based on the percent gravel, granular sediment, sand, fine-grained sediment, and calcium carbonate present in samples taken from 13 locations along a specific transect (Figure 12). These 13 samples were then averaged to obtain a composite average for that transect. Five transects were sampled along the western shoreline of Oak Island where sand placement is proposed (Figure 12). The composite average for each of the five transects were then averaged to obtain an overall average for the native beach. A summary of the distribution and statistics for the native sediment is provided in Tables 2 and 3. The native material is characterized as well -sorted fine sand under the American Society for Testing and Materials (ASTM) Unified Soil Classification System with a mean grain size of 0.28 millimeter (mm). In addition, an assessment of the total number of sediments and shell material greater than 3 inches between the frontal dune and Mean Low Water (MLW) was completed on 18 November 2014 based on requirements of 15A NCAC 07H.0312 One area (300' x 90'=27,000 square feet) was reviewed in Reach 1 (Figures 4 and 5) with the number of sediments greater than 3 inches being 27. Within Reach 2, a single area was delineated (300' x 90'=27,000 square feet) and the number of sediments/shells greater than 3 inches was 10 (Figure 6): The equivalent number of sediments/shells greater than 3 inches 50,000 square feet for Reach 1 and Reach 2 would be 50 and 18 respectively. 2.4.2 Proposed Dredged Sediment Athena Technologies Inc. collected a total of 22 vibracores for the geotechnical pre - dredge sediment assessment (Figure 13) (Appendix D). A total of 16 vibracores were sampled within the proposed dredging area in Eastern Channel. Findings from analyses of these samples were used to determine the quantity of beach -compatible and incompatible material for the proposed dredge design depths [based on tidal prism stability analyses (CSE 2009)]. Based on the available data, the material west of Station 50+75 (Figure 4) was determined to be beach -compatible sand (vibracores 18, 17, 12, 11, 10, 9, 8, 22, and 7). The material east of Station 50+75 (vibracores 21, 6, 5, 4, 3, 2, and 1) was predominantly composed of silt and clay, which are not beach compatible. Sediment characteristics for the vibracores west of Station 50+75 and east of Station 50+75 are provided in Table 4 and Table 5, respectively. Sediment statistics for the vibracores west of Station 50+75 and east of Station 50+75 are provided in Table 6 and Table 7, respectively. While a couple of the vibracores have gravel that are individually out of compliance (within 1 % rounding — shown in red in the tables), the overall average is well within compliance (see Tables 8 and 9). NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 22 Figure 12. Native Beach Sediment Samples NCDCM Major Permit Application Phase 1 — Eastern Channel 23 Dial Cordy and Associates Inc. November 2014 Table 2. Native beach sediment characterization and NCDCM rule. Native Global Mean NCDCM Maximum Gravel 0.36% 5.3696 Granular 0.67% 10.6T/ Sand 98.189/o NA Fines 0.79% 5.79316 Carbonate 8.17% 23.17% Table 3. Native beach sediment statistics. Native Global Mean Median (mm) 0.27 Median (Q 1.86 Mean (mm) 0.28 Mean (4)) 1.82 Standard Deviation (odt) 0.78 NCDCM Major Permit Application Phase 1 — Eastern Channel 24 Dial Cordy and Associates Inc. November 2014 Figure 13. Vibracore Locations and Proposed Dredge Depths NCDCM Major Permit Application Phase 1 — Eastern Channel 25 Dial Cordy and Associates Inc. November 2014 Table 4. Sediment characteristics of material proposed for placement on Oak Island. Dredge Elevation Dredge Elevation Dredge Elevation -16 ft NAVD88 -12 ft NAVD88 Dredge Elevation -15 It NAVD88 -12 ft NAV088 Sediment Stations 2+13 to 25+50 ( ) (Stations 26+00 to (Stations 30+00 - 48+25) Compatibility 29+50) (Stations 48+25 to 50+75) EC-14- EC-14-17 EC-14-12 EC-14-11 EC-14-10 EC-14-09 EC-14-08 EC-14- EC-14-07 18 22 Gravel 6,31% 5.77% 1.46% 6.64% 1.84% 1.32% 1.23% 0.45% 1.40% Granular 4.27% 2.33% 1.41% 4.71% 3.53% 1.06% 0.35% 0.91% 0.98% Sand 88.76% 90.04% 96.45% 87.76% 93.48% 96.64% 97.58% 94.81% 95.55% Fines 0.66% 1.85% 0.67% 0.89% 1.15% 0.98% 0.85% 3.83% 2.07% Carbonate 22.27% 15.66% 12.24% 20.80% 17.73% 9.55% 7.56% 9.01% 8.66% Median (mm) 0.45 0.34 0.26 0.43 0.38 0.25 0.21 0.16 0.27 Mean (mm) 0.56 0.42 0.28 0.54 0.42 0.27 0.21 0.15 0.28 Some vibracores have gravel that are individually barely out of compliance (within 1 % rounding - shown in red), but the overall average is well within compliance. NCDCM Major Permit Application Phase 1 - Eastern Channel 26 Dial Cordy and Associates Inc. November 2014 Table 5. Sediment characteristics of material proposed for placement on Sheep Island upland disposal area. Dredge Elevation -9 ft NAVD88 Sediment (Stations 50+75 to 100+30) Compatibility EC-14- 21 EC-14-06 EC-14-05 EC-14-04 EC-14-03 EC-14-02 EC-14-01 Gravel 0.00% 3.88% 1.45% 0.00% 0.00% 0.70% Granular 0.04% 0.95% 1.380/6 0.02% 0.03% 0.17% Sand 47.97% 85.21% 94.29% 5.62% 50.06% 94.16% See Fines 51.99% 9.95% 2.88% 94.36% 49.91% 4.97% Note 1 Carbonate 6.50% 14.01% 9.050/6 14.50% 7.30% 5.70% Median (mm) NA 0.20 0.27 NA 0.06 0.16 Mean (mm) NA 0.24 0.29 0.13 0.12 0.16 Note 1: Existing Channel Elevation Deeper than Dredge Elevation Some vibracores have gravel that are individually barely out of compliance (within 1 % rounding — shown in red), but the overall average is well within compliance. NCDCM Major Permit Application Phase 1 — Eastern Channel 27 Dial Cordy and Associates Inc. November 2014 Table 6. Sediment statistics of material proposed for placement on Oak Island. Dredge Elevation Dredge Elevation Dredge Elevation -15 ft NAVD88 -12 ft NAVD88 Dredge Elevation -15 It NAVD88 -12 ft NAVD88 Sediment (Stations 2+13 to 25+50) (Stations 26+00 to (Stations 30+00 - 48+25) Statistics 29+50) (Stations 48+25 to 50+75) EC-14-18 EC-14-17 EC-14-12 EC-14-11 EC-14-10 EC-14-09 EC-14-08 EC-14-22 EC-14-07 Median (mm) 0.45 0.34 0.26 0.43 0.38 0.25 0.21 0.16 0.27 Median (¢) 1.14 1.54 1.92 1.23 1.40 1.99 2.27 2.10 1.87 Mean (mm) 0.56 0.42 0.28 0.54 0.42 0.27 0.21 0.15 0.28 Mean (4p) 0.85 1.26 1.83 0.89 1.27 1.91 2.22 2.72 1.83 Standard Deviation 1.55 1.50 0.92 1.68 1.09 0.86 0.62 0.87 0.95 (o(p) NCDCM Major Permit Application Phase 1 - Eastern Channel Dial Cordy and Associates Inc. November 2014 Table 7. Sediment statistics of material proposed for placement on Sheep Island upland disposal area. Dredge Elevation -9 ft NAVD88 Sediment (Stations 50+75 to 100+30) Statistics EC-14- EC-14-06 EC-14-05 EC-14-04 EC-14-03 EC-14-02 EC-14-01 21 Median (mm) NA 0.20 0.27 NA 0.06 0.16 Median ((p) NA 2.32 1.86 NA 3.98 2.69 Mean (mm) NA 0.24 0.29 0.13 0.12 0.16 See Note 1 Mean ((p) NA 2.07 1.77 2.97 3.06 2.66 Standard Deviation NA 1.61 1.03 1.03 0.50 0.76 Imp) Note 1: Existing Channel Elevation Deeper than Dredge Elevation NCDCM Major Permit Application Phase 1 — Eastern Channel 29 Dial Cordy and Associates Inc. November 2014 Table 8. Composite sediment characteristics of proposed beach fill compared to native sediment. Native Global Mean NCDCM Maximum Eastern Channel Composite Gravel 0.36% 5.36% 2.94% Granular 0.67% 10.67% 2.17% Sand 98.18% NA 93.45% Fines 0.79% 5.79% 1.44% Carbonate 8.17% 23.17% 13.72% Median (mm) 0.27 NA 0.31 Mean (mm) 0.28 NA 0.35 Table 9. Composite sediment statistics of proposed beach fill compared to native sediment Sediment Native Global Eastern Statistics Mean Channel Composite Median (mm) 0.27 0.31 Median ((p) 1.86 1.70 Mean (mm) 0.28 0.35 Mean (9) 1.83 1.53 Standard Deviation 0.78 NA (v(p) NCDCM Major Permit Application Phase 1 — Eastern Channel 30 Dial Cordy and Associates Inc. November 2014 Note that the bottom foot of vibracore EC-14-09 (from elevation -14 ft NAVD 88 to -15 ft NAVD 88) was `lost" as noted by the contractor performing the work (Athena Technologies); the material was predominantly shell hash. The material recovered at the borings adjacent to EC-14-09 was used as basis for characterization of the range of sediment characteristics that may be reasonably anticipated. Samples from the comparable elevation (-14 ft NAVD 88 to -15 ft NAVD 88) is characterized as fine and medium sands at vibracores EC-14-08 and EC-14-10, respectively. Table 8ables 8 and 9 provide a comparison of the composite of the proposed fill to that of the native sediment. The proposed fill composite has a median grain size of 0.31 mm, which is slightly larger than the native grain size of 0.27 mm. The proposed material is poorly sorted fine sand with a slightly higher percentage of gravel and shell hash than that of the native composite but well within state standards. 2.5 Alternative Designs and Analysis Prior to choosing the preferred dredge location as described in the previous sections, three options for the mouth of the Eastern Channel were considered and discussed in detail with stakeholders 28 August 2014 during the pre -application agency meeting (Figure 14) (Appendix A). An updated summary of findings memo describing the preferred alternative was distributed'by Moffatt & Nichol via email 24 October 2014 to stakeholders (Appendix F). Dredging Option 1 (adjacent to Sheep Island) includes a channel alignment towards the north (AIWW) and involves dredging approximately 204,100 cy of compatible sand for beach placement and approximately 34,000 cy of noncompatible material to be placed in the confined disposal area on Sheep Island. Dredging Option 2 (preferred option - through the inlet flood shoal) includes a channel alignment towards the northwest and involves dredging approximately 201,800 cy of compatible sand for beach placement and approximately 27,200 cy of noncompatible material to be placed in the confined disposal area on Sheep Island. Dredging Option 3 (parallel and adjacent to the north shore of Oak Island) includes a channel alignment due west and involves dredging approximately 164,000 cy of compatible sand for beach placement and approximately 34,000 cy of noncompatible material to be placed in the confined disposal area on Sheep Island. All channel options are proposed to be dredged approximately 50 to 100 ft-wide with an average depth of dredging ranging from 3 to 11 ft on a 3:1 slope. Option 1 was determined to be the least desirable since it was well out of compliance for percent fines and just barely out of compliance for percent gravel (within 1 percent). The material (median d = 0.25 mm) was slightly finer than that of the native material (median d = 0.27 mm). Option 2 was determined to be the next best alternative with only two individual vibracores just barely out of compliance with gravel (within 1 percent) and the average of NCDCM Major Permit Application Phase 1 — Eastern Channel 31 Dial Cordy and Associates Inc. November 2014 Figure 14. Eastern Channel Alignment Options all vibracores within compliance. The material (composite median d = 0.35 mm) was generally coarser than the native sand (median d = 0.27 mm). Option 3 was the best option from a beach compatibility perspective with all individual vibracores being in compliance. The material (composite median d = 0.33 mm) was slightly coarser than the native sand (median d = 0.27 mm). However, this option was also the most likely to shoal given its vicinity to the inlet and past geomorphological behavior. Based on both the sediment compatibility analyses and consideration of long-term channel stability, it was recommended that the Town proceed with design and permitting following the proposed alignment described for Option 2. This option should provide improved channel stability as compared to Option 3 while providing more consistent beach -compatible material than Option 1. Therefore, Option 2 is the only option considered in this Major Permit Application. NCDCM Major Permit Application Dial Cordy and Associates Inc. Phase 1 — Eastern Channel November 2014 32 3.0 CULTURAL RESOURCES As listed below, a bibliography of North Carolina Underwater Archaeology within the vicinity of Lockwoods Folly Inlet and River provides the surveys and studies developed by the Underwater Archaeology Branch of the North Carolina Division of Archives and History (2009). In addition to the list provided below of all known underwater archaeology surrounding the Project Area, the NC State Historic Preservation Office has been contacted with regards to cultural resources within the borrow source and the beach placement area. Due to best management construction practices, there are no proposed impacts to cultural resources within the borrow source or placement area. LOCKWOODS FOLLY INLET Jackson, Claude V., III. 1996. A Management Plan for U.S. Navy Shipwrecks in North Carolina Waters. Draft ms. on file, N.C. UAB, Kure Beach. 230 pages. Kimmel, Richard. 1982. Cartographic Research and Magnetic Survey of Lockwoods Folly Inlet. Brunswick County, North Carolina. Ms. on file, U.S. COE, Wilmington District. 13 pages. Lawrence, Richard. 2003. Diver Inspection of the USS Iron Age and the Blockade Runner Ranger. Ms. on file, N.C. UAB, Kure Beach. 5 pages. U.S. Army Corps of Engineers. 1985. Contour Maps from a Magnetometer Survey of Lockwoods Folly Inlet, Brunswick County, North Carolina. Maps on file, U.S. COE, Wilmington District. 2 pages. Watts, Gordon P., Jr. 1984. Underwater Archaeological Reconnaissance, Lockwoods Folly Inlet, Brunswick County, North Carolina. Ms. on file, Tidewater Atlantic Research, Inc., Washington, NC. 19 pages. 1985 - An Underwater Archaeological Reconnaissance of Several Anomalies Located by the Corps of Engineers Dredge Plants Currituck on 22 May 1985 in Lockwoods Folly Inlet, North Carolina. Ms. on file, Tidewater Atlantic Research, Inc., Washington, NC. 7 pages. 1986 - Underwater Archaeological Reconnaissance and Historical Investigation of Shipwreck Sites in Lockwoods Folly Inlet, Brunswick County, North Carolina. Ms. on file, Tidewater Atlantic Research, Inc., Washington, NC. 95 pages. Wilde-Ramsing, Mark, and Wilson Angley. 1985. Cape Fear Civil War Period Shipwreck District National Register of Historic Places Nomination Form. Ms. on file, NRHP, U.S. Dept. of Interior, Washington, DC. 75 pages. NCDCM Major Permit Application Phase 1 — Eastern Channel 33 Dial Cordy and Associates Inc. November 2014 LOCKWOODS FOLLY RIVER Wilde-Ramsing, Mark. 1983. Inspection of the Hidden Harbor Development and an Inventory of Landing Sites and Exposed Vessel Remains on the Lockwoods Folly River near Supply, North Carolina. Ms. on file, N.C. UAB, Kure Beach. 4 pages. 4.0 PROPOSED CONSERVATION MEASURES The timing of construction activities was specifically scheduled to occur outside of the sea turtle nesting season, the West Indian manatee summer occurrence in North Carolina, the piping plover (and other shorebirds) migratory and breeding seasons, and for the most part the seabeach amaranth flowering period. Also, sand placement and dredge operation conducted outside of primary invertebrate production and recruitment periods (spring and fall) limit effects to amphipods, polychaetes, crabs and clams. Proposed conservation measures resulting in avoidance and minimization of potential effects from dredge fleet activities are bulleted below. • Seasonal environmental dredging/nourishment window (mid -February through 30 April) would be a contract stipulation ensuring potential terrestrial, estuarine, and marine biological process effects are minimized. • Survey/dive efforts assessing SAV within the Project area have been evaluated and the dredging footprint and transport route are absent of SAV resources. • Dredging and placement areas would be documented by Global Positioning Systems (GPS) units ensuring sand resources are within authorized areas. • Associated dredging vessel speed restrictions <11.5 miles per hour would be employed reducing potential collision effects with managed or associated species (Northern Right Whale) as well as recreational vessels. • Directional, shielding, and intensity managed lighting would be employed minimizing potential nocturnal marine species' effects, while meeting Occupational Safety and Health Administration (OSHA) vessel work standards. • Contract language will require routine inspection of dredging equipment and transport piping to minimize potential leaks at the dredge plant and along transport corridors. • Contract language will require water pollution control and spill response and waste management plans for all dredging fleet equipment. NCDCM Major Permit Application Phase 1 — Eastern Channel 34 Dial Cordy and Associates Inc. November 2014 • Contract language will require proposed work be performed in accordance with U.S. Coast Guard regulations. Proposed conservation measures resulting in avoidance and minimization of potential effects from recipient beach activities are bulleted below: • All beach equipment (bulldozers, frontend loaders, pickups, etc) would access current public access areas, no new access cuts would be allowed. • Existing vegetated dune fields would not be disturbed and equipment/personnel would not be allowed within these dune line buffers. • Contract language would require equipment refueling locations within designated equipment staging areas away from the active work zone if practicable. • Contract language would require designated contract spill response capabilities. • If available, staging areas for construction equipment would be located off the beach. • Construction equipment, not in nighttime use, would be stored off the beach, if practicable, minimizing potential effects on nocturnally active species. • Diffusion plates would be a contract stipulation reducing effluent discharge velocities with directional sand -slurry placement. • Temporary slurry diversion training walls would be pushed up from existing and received material extending and directing the sandy effluent's horizontal flow maximizing sediment retention and minimizing potential swash zone turbidity effects. • Visual monitoring would be required during all sand slurry discharging operations with "shut down" and agency notification authorization in the event unsuitable material is encountered. • Directional, shielding, and intensity managed lighting will be employed minimizing potential nocturnal species' effects, while meeting OSHA work standards. • Contract language would require routine inspection of slurry transport piping minimizing potential pressurized leaks along the beachfront. NCDCM Major Permit Application Phase 1 — Eastern Channel 35 Dial Cordy and Associates Inc. November 2014 • Heavy equipment would be removed from refurbished shorelines as soon as practicable restoring unrestricted public access. Summary of Potential Effects The proposed Project would adhere to above conservation measures, sand quality and proposed construction scheduling. Sand compatibility, seasonal dredging/renourishment windows, good engineering/best management practices, and conservation measures would offset potential direct, indirect, and cumulative effects on protected species potentially found within the proposed Project Area (Appendix E — Draft Biological Assessment). Of the 21 federally listed or proposed species with known or potential occurrence in this portion of Brunswick County, 12 were considered in the Biological Assessment based on evaluations of potential occurrence in the Project Area. Potential direct and indirect impacts from the proposed dredging and sand placement activities were assessed for each species as were measures to minimize these impacts. The proposed construction activities were determined to have no effect on the shortnose and Atlantic sturgeon, West Indian manatee and the wood stork since these species are expected to have a low or no occurrence in the Project Area during the construction activities (mid -February through April 30). Proposed construction activities may affect, but are not likely to adversely affect, the following species: piping plover, red knot, seabeach amaranth, leatherback turtle, loggerhead turtle, green turtle, Kemp's ridley turtle and hawksbill turtle. Impacts of the proposed activities on critical habitat designated within the Project Area were also assessed. Proposed sand placement activities may affect, but are not likely to adversely affect, piping plover critical habitat (NC -16 unit) or loggerhead critical habitat (LOGG—T—NC-07 and LOGG—N-5). Proposed dredging activities were determined to have no effect on these loggerhead critical habitat units. To minimize direct and indirect impacts of the proposed actions on species and critical habitats, the proposed project will adhere to the USFWS's two most important conservation measures: monitoring sand compatibility and scheduling construction to avoid sensitive environmental windows. Sand compatibility, seasonal dredging/nourishment windows, best management practices and conservation measures will offset potential direct and indirect effects on protected species and critical habitats in the Project Area. Shell bottom, SAV, and tidal marsh habitats; along with state -designated nursery areas, were avoided during project design and do not occur within the proposed channel dredging footprint (Appendix G — Draft Essential Fish Habitat Assessment). Dredging is anticipated to directly impact —6.3 acres of intertidal non -vegetated flats and —16.3 acres of shallow subtidal soft bottom habitat in the Eastern Channel. Temporary losses of intertidal and subtidal soft bottom habitats and associated benthic invertebrate communities are anticipated to have minor short- term adverse effects on federally managed fisheries; including Peneaid shrimp and red drum. Sediment suspension and associated increases in turbidity during the dredging process are anticipated to have short-term, localized adverse effects on water quality and estuarine habitats and communities. However, improved tidal circulation and flushing is anticipated to have long- term net beneficial effects on water quality, habitats, and communities; including state - designated Primary and Secondary Nursery Areas. Beach fill placement along the Oak Island NCDCM Major Permit Application Phase 1 — Eastern Channel 36 Dial Cordy and Associates Inc. November2014 west end oceanfront beach is anticipated to directly impact —9 acres of intertidal beach habitat and —16 acres of nearshore subtidal soft bottom habitat. Temporary losses of intertidal and subtidal habitats and associated benthic invertebrate communities are anticipated to have minor short-term adverse effects on federally managed fisheries. 5.0 COMPLIANCE WITH BRUNSWICK COUNTY AND CAMA LAND USE PLAN The proposed Project is consistent with the approved CAMA Land Use Plans for Brunswick County and the Town of Oak Island. The project property is within the planning jurisdiction of Brunswick County and the Town of Oak Island and is classified "Developed" by the CAMA Land Use Plan. 6.0 COMPLIANCE WITH THE N.C. ENVIRONMENTAL POLICY ACT The NCDCM has determined that review of this project under SEPA is not required. The NCDWQ in Wilmington will be provided a full copy of the NCDCM permit application describing the scope of the project and requesting a 401 Water Quality Certification. 7.0 CONSTRUCTION EASEMENTS The Town of Oak Island is acquiring the required easements (approximately 86 lots) to construct the proposed project. The easements will allow all work necessary to nourish the beach. However, the Town of Oak Island cannot damage permanent improvements in the easement area but must work with property owners to remove and replace permanent improvements in the easement area that obstruct nourishment. 8.0 REFERENCES Applied Technology and Management (ATM). August 2013. Holden Beach East End Shore Protection Project Engineering and Modeling Report. Coastal Science & Engineering, 2009. Preliminary Design Report— Phase 1. Lower Lockwoods Folly River Aquatic Habitat Restoration Project. Eysink, W.D. 1983. Basic considerations on the morphology and land accretion potentials in the estuary of the lower Meghna River. Land Reclamation Project, Bangladesh Water Development Board, Technical Report No. 15, 85 p. Jarrett, J.T. 1976. Tidal prism -inlet area relationships. GITI Report 3, U.S. Army Engineer Waterways Experiment Station. Vicksburg, MS. NCDCM Major Permit Application Phase 1 — Eastern Channel 37 Dial Cordy and Associates Inc. November 2014 North Carolina Underwater Archaeology. 2009. A Bibliography of Underwater Archaeology in North Carolina. Underwater Archaeology Branch of the North Carolina Division of Archives and History. O'Brien, M.P. 1966. Equilibrium Flow Areas of Tidal Inlets on Sandy Coasts. Proceedings of the 10th Coastal Engineering Conference, Volume I, September 1966. Pp. 676 — 686. Town of Oak Island, 2009. CAMA Land Use Plan Update. Adopted by the Oak Island Town Council 13 April 2010. NCDCM Major Permit Application Phase 1 — Eastern Channel 38 Dial Cordy and Associates Inc. November 2014 AEC HAZARD NOTICE Project Is In An: x ocean Erodible Area ,_High Hazard Flood Area :Inlet Hazard Area Property owner. TOOJn of oak Island,; Dr to 60oo block; 5700 block Drive. to 5100 DIOCK Date [.of Was Platted: MA This gotioe is intended to make you, tbeapplicant, swam of the special risksand conditionsaumiatedwithdevalopnient inthis rea a, which is sgbjeetto nalmal hazards such as stones, erosion and cutrenls -rbe mica of the Coastal Resources Commiasion regoire ihat you receive un A9C Humd Notlee end acknowledge that notice in writing before a permit for davelopment dan be lsaued. The -Cominission'd rules on building standards,, oceanfront. scibaclis and dune alterations tiro designed to minimize, but'not eliminate, property iossirom hazards. By granting permits, the Coastal ResoureesCommisslon does notgmmntee the aafetyof the development and acsrmas no liability for futurs.damege to the development. Permits issued in the Ocean Hazard Area of Environmental Concern include the condition tbatstructures be relooetedordiameatled ifthey becomeinanktently diwatenedby changes in shoreline configuration. The.stmatore(s) must be rgI0=t4 or dismantled within two (2) ,years of becoming Imminwtiy threatened, and in day:case upon Its collapse or subsidence: The best available information, as accepted by the Coastal Resources Comminhal, indicates that the social long-term average ocean emplon rate for the area wli your properly iB loentedia tperyear 21 11+ Thersia was established by careful amb,sis of aeml phonographs of;fie oonratilne takes overlhe,pBsM years. 5ttid�k�aalaoindic*thattkesbmHaccouldmoyea muohas is _ ;7J �l feet leadivetd ten a nwjar storm: 5 ' j 1b y The flood waters in a major atom ate predicted to be about 1VL2.feetdeepiothte;area and relocation of threatened structures. Herd and breakwaters am prohibited. Temporary sand begs may be; 1Leappiieenttmatadatawledge this inibtmadoaand regoignrats. by signing this notice In the. apace below. Witkbut the proper signature, the application wilinotbe complete. /2yky Applicant Skwahse Date SPECIAL NOTE. M hamrduodcoisrequimdfordavelopmeut. insmassubject to sadden andmassiveatonm end erosion. Permits issuedfordcvr4opmentintWeamerpimonDecember31 ofthe thiod year following the year in which the permit was issued. Shortly beforework Begins on the projeotakk the Local permit Officer trust be contacted to detsMine the vegetation line and setback distance styour site. ifthepropertybasseen little cheage a.I= tine lime of permit issuance, and the proposed development can still'meet the setback requirement, the Lp0 will inform yoir that you may begiq work. Substantial progress an the project must be made within 60 days of this setback deletmiandon, or thaselbsckmost be remeamued.Also, the ocommnee ofatmjor ahorolinaebangam themmltofdstonnwitidnthako-&ypetiod �viil neeesaltate mean irmmdnt of the setback R is important. thetyoucluck with thcLPO betorethepermltexpha forofficinl approval to continue the work after the permit has expired. Oenetelly, iffoundationpilings have beenplaeedand substantial piogteae is continuing, permit renewal eta be authorised: It is uNewfal toeondmoworkefterpamdtexpindam For more b ibraioQon, confacir o% Local Permit Officer Address 4aic TS�ltq� Loosloy �4/0 Phone Number Revised 2/07 SOWN Of 24 November 2014 Mr. William, Shelley, Sr. 20612 Gleaning Court Gaithersburg, MD 20882 Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project Phase 1 - Eastern Channel North Caroline Division of Coastal Management (DCM) Major Permit Application Notification Mr. Shelley, As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River Habitat Restoration Project proposed to be constructed between mid -February 2015 and April 30, 2015. Your property located at 4825 West Beach Drive, Oak Island, NC 28465 is adjacent to the proposed renourishment project. Detailed descript ions of the project as well as site maps are included in the attached permit application package. Please review this information; if you have project comments or concerns, please notify the DCM in writing within 30 days of receipt of this notice. Contact information for the DCM Wilmington Regional coordinator for this project is Heather Coats at heather.coats@ncdenr.gov or by calling (910) 796-7424. Having been notified by Certified Mail, a silent response is considered the same as no objection. Thank you, ^� Steve Foster, Town Manager Town of Oak Island 4601 E. Oak Island Drive • Oak Island, North Carolina 28465 Phone: (910) 278-5011 • Fax: (910) 278-3400 • Website: www.oakislandnc.com SOWN OF 24".. lmr ..,F 24 November 2014 Mr. Robert Buysse 720 Gimghoul Road Chapel Hill, NC 27514 Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project Phase 1 - Eastern Channel North Caroline Division of Coastal Management (DCM) Major Permit Application Notification Mr. Buysse, As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River Habitat Restoration Project proposed to be constructed between mid -February 2015 and April 30, 2015. Your property located at 5423 West Beach Drive, Oak Island, NC 28465 is adjacent to the proposed renourishment project. Detailed descript ions of the project as well as site maps are included in the attached permit application package. Please review this information; if you have project comments or concerns, please notify the DCM in writing within 30 days of receipt of this notice. Contact information for the DCM Wilmington Regional coordinator for this project is Heather Coats at heather.coats@ncdenr.gov or by calling (910) 796-7424. Having been notified by Certified Mail, a silent response is considered the same as no objection. Thank you, _ A%A--_� Steve Foster, Town Manager Town of Oak Island 4601 E. Oak Island Drive • Oak Island, North Carolina 28465 Phone: (910) 278-5011 • Fax: (910) 278-3400 • Website: www.oakislandnc.com (OWN OF �*r4U lurr r.,� 24 November 2014 Mr. Thomas Cooley 2223 Croyden Road Charlotte, NC 28207 Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project Phase 1 - Eastern Channel North Caroline Division of Coastal Management (DCM) Major Permit Application Notification Mr. Cooley, As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River Habitat Restoration Project proposed to be constructed between mid -February 2015 and April 30, 2015. Your property located at 6909 West Beach Drive, Oak Island, NC 28465 is adjacent to the proposed renourishment project. Detailed descript ions of the project as well as site maps are included in the attached permit application package. Please review this information; if you have project comments or concerns, please notify the DCM in writing within 30 days of receipt of this notice. Contact information for the DCM Wilmington Regional coordinator for this project is Heather Coats at heather.coats@ncdenr.gov or by calling (910) 796-7424. Having been notified by Certified Mail, a silent response is considered the same as no objection. Thank you, Steve Foster, Town Manager Town of Oak Island 4601 E. Oak Island Drive • Oak Island, North Carolina 28465 Phone: (910) 278-5011 • Fax: (910) 278-3400 • Website: www.oakislandnc.com 24 November 2014 Mr. Lloyd Bumgamer 1010 Cranes Creek Road Cameron, NC 28326 Re: Town of Oak Island's Lockwoods Folly River Habitat Restoration Project Phase 1 - Eastern Channel North Caroline Division of Coastal Management (DCM) Major Permit Application Notification Mr. Bumgamer, As an authorized agent of Oak Island, I would like to inform you of the Lockwoods Folly River Habitat Restoration Project proposed to be constructed between mid -February 2015 and April 30, 2015. Your property located at 6903 West Beach Drive, Oak Island, NC 28465 is adjacent to the proposed renourishment project. Detailed descript ions of the project as well as site maps are included in the attached permit application package. Please review this information; if you have project comments or concerns, please notify the DCM in writing within 30 days of receipt of this notice. Contact information for the DCM Wilmington Regional coordinator for this project is Heather Coats at heather. coats@ncdenr.gov or by calling (910) 796-7424. Having been notified by Certified Mail, a silent response is considered the same as no objection. Thank you, Steve Foster, Town Manager Town of Oak Island 4601 E. Oak Island Drive • Oak Island, North Carolina 28465 Phone: (910) 278-5011 • Fax: (910) 278-3400 • Website: www.oakislandnc.com LLENOIR y LAMU-c?�1 ¢ S JONES t CRAVEN i ONSLOW 0P Q CARTERET v BEAUFORT INLET CAPE FENDER INLET LOOKOUT NEW RIVER INLET e� P oa w G rarw nnxovrx �S~ O O G BRUNSWICK �~ ` 11 Y LONG B A Y CAPE FEAR e PROJECT AREA VICINITY MAP PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM.- NAVD 88 (FT) PREPARED BY., MOFFATT & NICHOL 5 15 25 SCALE IN MILES SUNSETBEACH r PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE NOVEMBER2014 BRUNSWICK COUNTY MAPS ON SHEET 2 ATLANTIC OCEAN Q�Z�J�L� ► i� ONSLOW BAY BALD HEAD ISLAND 0 2 4 m 1 3 5 SCALE IN MILES SHEET RILE- RECEIVED VICINITY AND LOCATION MAPCM WILMINGTON, *I\" DEC 12 2014 sHEEi 1 of 28 PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM: NAVD B8 (FT) PREPARED BY: MOFFArr 6 NICHOL PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE NOVEMBER 2014 SHEET TITLE KEY MAP RECEIVED DCM WILMINGTON, NO DEC 12 2014 .SHEET 2 OF 28 a T m O 20 Im ¢e z 10 v mT 0O G)< 0 D N 1 zO 08 a ZB rZ O o ITT 0 p IA �) ITT a o m A C z n 0 0 z z 0 x x 0 D 0 r Z D Z O C N x m 1 8 Z ti 5� z J O cAb n o � :EA z o -AM OD W --- I SUMCARNER LLOYD L�R Er I I I I I IIII PATRICIA I �' I ��I III IIIIIII I I I I I ` I II I I I I I_^wI II I .I IIIIIII I I I I I I II I I IIII 9 I RICH AIIDsON OD PAUL I I I I I I I I I I I E E7 DIEDRE I SON /� II II I /II I I li II 1111X I I II METUXIVTA'S ,-,I I I I I 1 I 1 / I I I I I II • 'n I I I En ANH'CC G Y III I I I %I I. 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HOBBY LLC ODELL W H III II I I�I-1'I- II IIICBIEUSITY MOUNTAN RDIROTHERS LLLC 1 I :II I I�IIIIIIt I I III ' I� III IIIIIII I \•I MONTGOMERY ROSE I I I I I I I I CILIBERTI BARRIE S Z I!� fir. WA I & °°II� --SEATTER B J - -- ' I I t t I, I III I'Il I L I \ � / //' ��__I�\ \ I\ � / / //, �, � y1 II LEGEND: O VIBRACORE LOCATION - - - - EXISTING MEAN HIGH WATER LINE - - - EXISTING MEAN TIDE LEVEL LINE ---EXISTING MEAN LOW WATER LINE - - - PROPOSED MEAN LOW WATER LINE EXISTING MARSH LINE NOTE: BATHYMETRICAL CONTOURS SHOWN BASED ON SURVEYS PERFORMED BY GEODYNAMICS IN JULY 2014 PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA 77JM: NAVD 88 (FT) PREPARED BY: MOFFATf & NICHOL PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATENOVEMBER 2014 SHEET TITLE, DREDGING PLAN 2 OF 7. 0 100' 200' ti 1"=100' .. a.. •, SHEET 7 OF 28 s =/ � � ,�' 1 / i' —� -- � —_lA*' ►till— __� \�\\ \71 ��� _ — u} �• ♦� �� • •-� ---it----_ �\\!\\� �+,� � I �Ir,��llll ,. - k, -M - 1 1 No LEGEND: O VIBRACORE LOCATION -•-•-•-EXISTING MEAN HIGH WATER LINE - - - EXISTING MEAN TIDE LEVEL LINE - - - EXISTING MEAN LOW WATER LINE - - - PROPOSED MEAN LOW WATER LINE EXISTING MARSH LINE PROJECT T/T[E LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM: NAVD 88 (Fr) PREPARED BY.' MOFFATf 8 NICHOL NOTE: BATHYMETRICAL CONTOURS SHOWN BASED ON SURVEYS PERFORMED BY GEODYNAMICS IN JULY 2014 PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATENOVEMBER 2014 SHEET nTLE RECEIVED DREDGING PLAN 4 OF 7 , �M WILMINGTON, NC 0 100 200' DtC 12 2014 1"=100' SHEET 9 OF 28 LEGEND: O VIBRACORE LOCATION - -• - • -EXISTING MEAN HIGH WATER LINE - - -EXISTING MEAN TIDE LEVEL LINE ---EXISTING MEAN LOW WATER LINE ---PROPOSED MEAN LOW WATER LINE EXISTING MARSH LINE NOTE: BATHYMETRICAL CONTOURS SHOWN BASED ON SURVEYS PERFORMED BY GEODYNAMICS IN JULY 2014 PROJECT TITLE- LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA TUM.' NAVD 88 (FT) PREPARED BY.' MOFFATf & NICHOL PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DA 7E' NOVEMBER 2014 SHEET 777LE.- DREDGING PLAN 5 OF 7 RECEIVED DCM WILMINGTON, NO urt 122014 W w L z J 2 U F Q SHEET 10 OF 28 LEGEND: O VIBRACORE LOCATION —•—'—•—EXISTING MEAN HIGH WATER LINE — — — EXISTING MEAN TIDE LEVEL LINE ---EXISTING MEAN LOW WATER LINE --- PROPOSED MEAN LOW WATER LINE EXISTING MARSH LINE M EX JA. NOTE: BATHYMETRICAL CONTOURS SHOWN BASED ON SURVEYS PERFORMED BY GEODYNAMICS IN JULY 2014 PROJECT T17LE. LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM.' NAVD 88 (FT) PREPARED BY., MOFFATT & NICHOL PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE' NOVEMBER 2014 LIMI IJ Ur UKLUUINU, ITr SHEET nTLE: RECEIVED F WILMINGTON, NC DREDGING PLAN 6 OF 7 200' ucl 12 Z014 i'=100. Eg SHEET 11 OF 28 ®el all glF Own EXISTING HALF CIRCLE CMP RISER TOP EL = 15.75 INV EL = 4.05— row LEGEND: —'—'—•—EXISTING MEAN HIGH WATER LINE — — — EXISTING MEAN TIDE LEVEL LINE --EXISTING MEAN LOW WATER LINE EXISTING MARSH LINE 'EXISTING 36"0 CMP OUTLET I N V EL = 3.67 OIN 21 I ------Z:-8 �_'� r_ _8LLj o vI PROJECT TlaE: LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM.' NAVD 88 (Fr) PREPARED BY, MOFFATT & NICHOL APPROXIMATE LOCATION OF INFLUENT PIPE ha N 25— LIMIT,SJOF FILL( EL 1�6 _1 J _ \ -___--- ---_ —22 — — — — — —23--co 6 NOTE: EXISTING CAPACITY OF AIWW DISPOSAL AREA 286 IS 40,000 cy. PROPOSED VOLUME OF MATERIAL TO BE PLACED IS 27,200 cy. PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE.' NOVEMBER 2014 SHEET 777LE: AIWW DISPOSAL AREA NO. 286 PLAN 0 100' 200' 1•-100' f\ SHEET 13 OF 28 20 10 ^ OD 00 0 Q 0 z w Ld Z O -10 Q Ld J W -20 -30 0+00 SECTION A MHW = +1.79 EXISTING MLW GRADE = -2.94 f NEW CH NNEL SECTI N DR DGE EL -15. 1 0' 1+00 2+00 3+00 4+00 5+00 DISTANCE (FEET) rPRO✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM: NAVD 88 (FT) PREPARED BY.' MOFFATT & NICHOL 20 10 10 OO 00 00 0 Z OD 0 � 0 > w w Q z v z Ld -10 O Ld -10 Q > Z W O J w F- Q —20 —20 J Ld —30 6+00 —30 0+00 PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE' NOVEMBER 2014 SECTION B EXISTING 35RADE MHW = +1.79 i MLW = -2.94- NEW CHANNEL SECTI N DR DGE EL -15. 1 0' 1+00 2+00 3+00 4+00 5+00 DISTANCE (FEET) SHEET 777LE• DREDGE TYPICAL SECTIONS 1 OFfiECEIVED DCM WILMINGTON, NO ULL 12 Z014 10 0 Q z W -10 Ld Z O F- Q -20 J Lu -30 6+00 SHEET 14 OF 28 10 Q z w � -10 z O Q J —20 LLJ SECTION C EXISTING GRADE MHW = +1.79 W NEW CHANNEL SECTI N DREDGE EL —15. 1 0' 10 10 00 00 0 DO 00 0 Q Q z z Ld Ld —10 Ld LLJ —10 z z O O Q Q —20 J —20 J Ld Ld -30 -30 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) r PRO✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA 7UM: NAVD 88 (FT) PREPARED BK: MOFFATT & NICHOL —30 0+00 PREPARED EOR. BRUNSWICK COUNTY, NORTH CAROLINA DATE NOVEMBER 2014 SECTION D MHW = +1.79 E ISTING GRACE MLW = —2.94 DREDGE EL —12.0 NEW C ANNEL SECT ON 7 ' 1+00 10 0 Q z w -10 Ld z O Q -20 J LLI -30 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) SHEET TITLE DREDGE TYPICAL SECTIONS 2 OF 6 P�6 -O v, INC UEL 12 Z014 SECTION E SECTION F 10 10 10 10 EZ 0000 0 0 0000 00 0 0 CO > > > > Q Q Q Q Z Z Z Z �o Ld � —10 —10 Ld Ld —10 —10 Ld v O O O O F- F- F- F- w -20 -20 w w -20 -20 w w w w w -30 -30 -30 -30 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) DISTANCE (FEET) MHW = +1.79 EXISTING GRADE MLW = —2.94 DREDGE EL —15.0 NEW C ANNEL SEC ON 7' PRO✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA R/M.' NAVD 88 (FT) PREPARED BY. MOFFATT & NICHOL MHW = +1.79 EXISTI G GRADE MLW = —2.94 W M DREDGE EL —15.0 NEW CHANNEL SE TION 4' PREPARED FOR.' BRUNSWICK COUNTY, NORTH CAROLINA DATE.' NOVEMBER 2014 SHEET 777LE, RECE;`J"-D DREDGE TYPICAL SECTIONS 3 OF 61, WILMINGTON, NC DEC 12 2014 SHEET 16 of 28 10 .• f 0 Q z w � —10 z O F- Q J —20 w — 30 0+00 SECTION G EXIS ING GRADE v MHW = +1.79 MLW = -2.94 i ^ DREDGE EL —12.0 NEW CHANNEL SMITION 4 ' 1+00 2+00 3+00 4+00 DISTANCE (FEET) PROJECT n7[E.• LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA R/M.' NAVD 88 (Fr) PREPARED BY.' MOFFATf 6 NICHOL 5+00 10 00 0 00 10 0 Q °0 z 00 1-- 0 > Ld —10 L Z 0 O Lu F �. > z -20 J O -10 w ~ a Ld -1 W -30 6+00 -20 0+00 r PREPARED FOR.- BRUNSWICK COUNTY, NORTH CAROLINA DATE' NOVEMBER 2014 SECTION H MHW = +1.79 EXISTING GRADE - MLW = -2.94 W ^ ^� DRED E EL -9.0 NEW CHANNEL SE TION 4' 1+00 2+00 3+00 4+00 DISTANCE (FEET) 5+00 SHEET 777ZE, RECEIVED DREDGE TYPICAL SECTIONS 4 MWILMINGTON, NC DEC 12 2014 T OD 00 0 0 Q z w w -10 O Q w J W -20 6+00 SHEET 17 OF 28 SECTION J SECTION K 10 10 10 10 00 00 ro 00 > > > > z z z D Z W W W w LL O —10 —10 O O —10 nPF GE El —10 O > > > > W J W J W J Ld W W W W —20 —20 —20 —20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) DISTANCE (FEET) MHW = +1.79 EXISTIN GRADE � c,! A DRED MLW EEL —9.0 = —2.94 NEW CHANNEL SE TION 4 ' PRO✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA TUM: NAVD 88 (Fr) PREPARED BY: MOFFArr & NICHOL MHW = +1.79 EXI TING GRADE MLW = —2.94 NEW HANNEL SECTION 5' PREPARED FOR.- BRUNSWICK COUNTY, NORTH CAROLINA DATE NOVEMBER 2014 SHEET TITLE SHEET DREDGE TYPICAL SECTIONS 5 OF 6 RECEIVED 18 DCM WILMINGTON, OF 28 DEC 12 2014 SECTION L 10 10 00 00 > MHW +1.79 o Z p EXISTING GRADE 0 Z MLW —2.94 PROXCT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA 7UM.' NAVD 88 (FT) PREPARED BY., MOFFATr E NICHOL PREPARED FOR. BRUNSWICK COUNTY, NORTH CAROLINA DA7E' NOVEMBER 2014 SHEET TITLE' RECEIVED DREDGE TYPICAL SECTIONS 6 O"M wiLMwcTON, DEC 12 2014 SHEET 19 OF 28 l+v 30 OD OD 20 0 > Q z F- w LLLJ 10 z 0 F— Q 1 w -10 -20 SHEEP ISLAND FILL SECTION M E ISTING GRA E EL 19.6 EXISTING PROPOSED FILL CMF RISER EL 15.75 O� / I I - LL MHW +1.79 EXISTING 36 0 CMPJ MLW = —2.94 SHEEP ISLAND FILL SECTION N 40 40 40 30 30 30 EXISTING GRADE PROPOSE FILL EL 19.6 00 00 cO 00 OD 20 00 20 20 / \ z z I z Ld Ld Ld 10 10 10 0 0 0 > > = MHW +1.79 j J J w w = MLW = -2.94 D J w -10 -10 -10 -20 -201 -20 0+00 1+00 2+00 3+00 4+00 5+00 5+93 0+00 1+00 2+00 3+00 4+00 5+00 5+93 DISTANCE (FEET) DISTANCE (FEET) PRO✓EcT TITLE. LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA 7UM: NAVD 88 (FT) PREPARED BY, MOFFATf 6 NICHOL PREPARED FOR. BRUNSWICK COUNTY, NORTH CAROLINA OA M' NOVEMBER 2014 J SHEET 777LE- RECEIVED ACM WILMiNGTO;•; DISPOSAL AREA FILL SECTIONS DEC 12 Z014 SHEET 20 OF 28 30 20 00 00 0 z 10 I— w w w O 0 Q > w J w -10 -20 0+00 673+53 PROFILE EXI TING GRADE BERM EL +7.0 BERM WIDTH - 53' BASE FILL @ PROPOSED ' - 53.6 CY NOURISHMENT FT M W = +1.79 \ - MW=-2.94 30 30 20 00 20 a0 10 co 00 > Q z o � 10 z 0 w z w O F- Q 0 O w -10 � J w Q > w J w -10 -20 -20 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) PRD,/ECT TITLE- LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM: NAVD 88 (FT) PREPARED BY., MOFFATT & NICHOL 671+01 PROFILE EXIS ING GRADE BERM EL BERM WID 7.0 H - 74' 1 BASE FILL PROPOSED ® - 80.6 C NOIJRISHMENT Y/FT _ MF W = +1.79 _ \ \ _ MW=-2.94 30 20 ITillumv 0 a z w 0 Lu L- z O Q -10 w J w -20 -30 -30 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE NOVEMBER 2014 SHEET T/TLE., RECEIVED NOURISHMENT SECTIONS 1 OF B I'^ WILMINGTON, NC DEC 122014 SHEET 21 OF 28 30 20 L z O Q w —10 J w —20 —30 0+00 668+48 PROFILE —EXISTING GRADE r DU DU E EL +10.0 E WIDTH BERME BERM 0' +7.0 IDTH 71' +� BASE FILL ®89. PROPOSED CY/FT 4OURISHMEN1 M W = +1.79 _ M W = —2.94 1+00 30 20 30 00 10 a0 20 > Q 00 00 z FLLJ j 0 Lu Z 10 z W O w —10 w O 0 -J w H Q w J w —20 —10 —30 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) PRO✓ECT nrtE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM.' NAVD 88 (Fr) PREPARED BY., MOFFATf & NICHOL � J 665+96 PROFILE EXI TING GRADE UNE EL +10.0 UNE WIDTH 20' BERM L +7.0 w BASE FILL ®88. CY/FT PROPOSE NOURISHMENT z \ w _ M W = +1.79 MW=-2.94 NOTE: APPROXIMATE LOCATION OF SANDBAG REVETMENT, REFER TO NCDCM PERMITS FOR DETAILS. 30 20 00 00 0 10 Z I- w w w 0 O F_ a w J w —10 —20 —20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE' NOVEMBER 2014 SHEET T/TLE RECEIVED NOURISHMENT SECTIONS 2 0117-8= WILMINGTON, NC DEC 12 2014 SHEET 22 OF 28 at -20 0+00 663+45 PROFILE DUNE EL +1 .0 DUNE WIDTH 20' BERM EL +7.0 �? BERM WIDTH - 58 J \ ' BASE ILL ® - 55 3 CY/FT \ PROPOSED NOURISHMENT 2D = M W = +1.79 sz M W = -2.94 EXISTING GRADE 1+00 2+00 3+00 4+00 5+00 DISTANCE (FEET) PROJECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA 7UM.- NAVD 88 (Fr) PREPARED BY: MOFFATf & NICHOL L 30 20 20 00 00 00 10 °0 > Z 10 > > w z z w w � w 0 LLI v z O 0 Q O w H Q J w -10 w -10 J w -20 6+00 -20 0+00 PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE NOVEMBER 2014 61 661+04 PROFILE EXISTING GRADE BERM /-BERM EL +7.0 WIDTH ti 1' BA E FILL ® ti /-PROPOSED 2 0 50.7 Cy/FT NOURISHMENT - M MIL_ W = +1.79 _ �— MW=-2.94 1+00 2+00 3+00 4+00 5+00 DISTANCE (FEET) SHEET TITLE RECEIVED ^' VNILMINGTON, NC. NOURISHMENT SECTIONS 3 OF UEC 12 2014 30 20 00 00 0 10 z I- w w w 0 o H w J w -10 1 -20 6+00 SHEET 23 Or 28 20 00 00 10 0 Q Z w w 0 W z O F- Q w -10 J LJ 658+54 PROFILE E STING GRAD BEFM BEF EL +7.0 M WIDTH 1' \ BASE FILL ® - /-PROPOSEO 2p. 46.8 CY/FT NOURISHMENT M IW = +1.79 - MW=-2.94 30 06 co 20 00 10 0 Q z o ~ 10 00 Ld 0 a z z O I- ~ w > 0 -10 J v W z O F- Q -10 w -20 J W -20 -20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) PRO✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM: NAVD 88 (FT) PREPARED BY MOFFATT & NICHOL 656+03 PROFILE / BEFM BE EL +7.0 M WIDTH -6 ' \ BASE FILL ® - /--PROPOSED 2 50.8 CY/FT NOURISHMENT _ M W = +1.79 7 \-- _ MW=-2.94 \ 30 20 NO 0 Q z w 0 W w z O H Q -10 w J W -20 -30 1 -30 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) PREPARED Fop: BRUNSWICK COUNTY, NORTH CAROLINA DATENOVEMBER 2014 SHEET 717LE. IVED NOURISHMENT SECTIONS 41M WIEMINGTON, INC 122014 SHEET 24 DE 28 30 20 00 Z 10 LJ LJ LL O 0 Q LJ J Ld -10 -20 0+00 653+53 PROFILE EXISTING GRADE BER BER EL +7.0 WIDTH - 5 ' BASE FILL ® - 31.8 PROPOSED �0• CY/FT NOURISHMEN M W = +1.79 M W = -2.94 1+00 2+00 3+00 4+00 DISTANCE (FEET) r PROXCT 777LE.- LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM: NAVD 88 (Fr) PREPARED BY MOFFATf & NICHOL 5+00 30 30 20 20 00 00 00 0o � 0 10 Z Z 10 Ld w Ld Ld 0 O O 0 1— Q Q LJ LJ J J W W -10 -10 -20 6+00 -20 0+00 PREPARED FOR. BRUNSWICK COUNTY, NORTH CAROLINA DATE NOVEMBER 2014 651+03 PROFILE / E ISTING GRAD BERM BERM L +7.0 NIDTH - 51' BASE 20• FILL CAA - 23.5 PROPOSED NOURISHMENT CY/FT MFIW = +1.79 MW=-2.94 1+00 2+00 3+00 4+00 5+00 DISTANCE (FEET) 30 20 00 00 10 z I— LJ w L� 0 zp Q Ld J W -10 -20 6+00 SHEET 777LE.• RECEIVED NOURISHMENT SECTIONS 5 OF 1pCM WILMINGTON, IJ DEC 12 2014 SHEET 25 OF 28 9 20 00 00 0 z 10 LLJ LLJ L� z O 0 Q w J w 10 -20 0+00 1+00 648+54 PROFILE XISTING GRA BERME BERM WIDTH E +7.0 - 16' BASE FILL r PROPOSED 20' ® - 13.0 NOUR CY/FT SHMENT - M W = +1.79 M W=-2.94 30 30 20 20 Ib 00 00 00 0 0 10 z z 10 H I— w Ld LAJ Ld 0 O O 0 1-- Q w LLJ J J Ld L I -10 -10 -20 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) PRD✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DATUM.' NAVD 88 (FT) PREPARED HY.- MOFFATT & NICHOL 630+94 PROFILE EXISTING BERM BERM GRADE L +7.0 MOTH - 16' BASE PROPOSED FILL ® - 27.1 N ?O CY/FT URISHMENT _ MF W = +1.79 MW=-2.94 30 20 00 00 0 10 z F- LLJ LEI L� 0 zp F- Q W J LEI -10 1 -20 i i i i i i i i i 1 1 1 1 1 1 1 1 1 -20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE NOVEMBER 2014 SHEET TITLE RECEIVED NOURISHMENT SECTIONS 6 OF&vii'MINGTON, NC =� 12 2014. SHEET 26 OF 28 30 20 00 00 z 10 F- w w w O 0 F- Q w J w —10 —20 0+00 628+44 PROFILE EXISTING BERM BERM GRADE EL +7.0 WIDTH — 16' i \ BASE FILL ® — 28. PROPOSED NOURISHMENT ea CY/FT M W = +1.79 _ MW=-2.94 gig iii 1+00 2+00 3+00 4+00 5+00 DISTANCE (FEET) PRO✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION l PROJECT DREDGING OF EASTERN CHANNEL DA 7i/M.' NAVD 88 (Fr) PREPARED BY.- MOFFATT & NICHOL 30 20 20 00 00 > > 10 Z ap 00 10 F- w >Q w w z 0 O w LLJ 0 1= Q > Z w J w O F- —10 Q w —10 J w —20 6+00 —20 0+00 PREPARED FOR: BRUNSWICK COUNTY, NORTH CAROLINA DATE NOVEMBER 2014 625+94 PROFILE EXISTING BERM BERM RADE L +7.0 NIDTH — 38' BASE ILL ® - 35.7 PROPOSED 2. CY/FT NOURISHMENT M W = +1.79 \ MW=-2.94 1+00 2+00 3+00 4+00 5+00 DISTANCE (FEET) SHEET TITLE NOURISHMENT SECTIONS 7 OF 8 20 F .A Q z F- w 0 w w Z O F- Q —10 w J w —20 6+00 SHEET 27 OF 28 20 �F Q z W W 0 L� z O Q W —10 J W 623+41 PROFILE EXISTING BERM BERM GRADE EL +7.0 WIDTH - 30 \v BASE FILL @ - 34.5 PROPOSED tIOURISHMENT 2. CY/FT M W = +1.79 _ M W = -2.94 061 20 20 00 00 00 > 10 00 z 10 > F- Q W W z L� W 0 Ld O 0 Q z > O Lw J W Q -10 W -10 J W -20 -20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) PRO✓ECT TITLE LOCKWOODS FOLLY HABITAT RESTORATION PROJECT DREDGING OF EASTERN CHANNEL DA 7UM.- NAVD 88 (FT) PREPARED BY.- MOFFArr & NICHOL -20 0+00 PREPAREDFOR.- BRUNSWICK COUNTY, NORTH CAROLINA DATE.' NOVEMBER 2014 620+91 PROFILE /,�-EXISTING BERM BERM GRADE L +7.0 NIDTH - 25' \ BASE 17ILL ® - 25.8 PROPOSED CY/FT NOURISHMENT M kAlL- W = +1.79 -0 57 _ MW=-2.94 1+00 961 20 00 00 0 10 Z W W LL 0 Oz Q W -1 W -10 1 -20 2+00 3+00 4+00 5+00 6+00 DISTANCE (FEET) SHEET TITLE• DCM WILMINGTON, NO NOURISHMENT SECTIONS 8 OFAc 12 2014 SHEET 28 of 28