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HomeMy WebLinkAbout20050487 Ver 1_Complete File_20050318I ?i Permit Class Permit umber MODIFICATION/NIINOR - 91-05 STATE OF NORTH CAROLINA Department of Environment and Natural Resources' Q.-T' ? and t a Cp"1 : d _ g Coastal Resources Commission ?rn?tt MaY 4 Nub 5 ? 13 ? ©$ for oEr?R ? g?k' X Major Development in an Area of Environmental C1lfaR?4$i pursuant to NCGS 113A-118 j f X Excavation and/or filling pursuant to NCGS 113-229 Issued to Town of Ocean` Isle Beach, Three West Third Street, Ocean Isle Beach, NC 28469 Authorizing development in Brunswick County at Shallotte Inlet and Atlantic Ocean, east end of Ocean Isle Beach as requested in the permittee's application letter dated 2/17/06 s This permit, issued on April 28, 2006 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. 1) Unless specifically altered herein, this minor modification authorizes: a. The use of anew borrow site known as the "Lakes of Lockwood Borrow Site"; b. A one, time approval to extend the beach deposition window until May 1, 2006. NOTE: For any future beach nourishment activities, the excavation and deposition periods listed in Condition No. 1 of the original permit shall remain in force. 1 2) All equipment and pipeline materials shall be removed from the beach by May 1 to prevent interference with sea turtle nesting. i 3) Only beach quality sand shall be used for beach nourishment purposes. (See attached sheet for Additional Conditions) This permit action may (be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may; be. This permit must be accessible on-site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2008 In issuing this permit, the. State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. Chiffld S. Jones, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Pernuttee Town of Ocean Isle Beach Permit #91-05 Page 2 of 2 ADDITIONAL CONDITIONS 3) Only beach quality sand suitable for sea turtle nesting, successful incubation and hatchling emergence shall be used for beach nourishment purposes. Furthermore, sand of similar grain size to the existing beach shall be used to reduce any changes in physical characteristics of the beach that may affect nest survival. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that maybe required. 4) This minor modification shall be attached to the original of Permit No. 91-05, which was issued on 5/28/05, and copies of both documents shall be readily available on site when a -----Division-yepresentative-inspects the project-for-compliance. - -- 5) All conditions and stipulations of the original permit remain in force under this minor modification unless specifically altered herein. aooaoooo-:ooooo0000 Permit Class f'\ %I ? X55 ?e? O ('? (.? P 9rm05 umber NEW STATE OF NORTH CAROLINA Department of Environment and Natural Resources and Coastal Resources Commission ?rmctt '?00 s R. y? S for sTp?,,? X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to Town of Ocean Isle Beach, Three West Third Street, Ocean Isle Beach, NC 28469 Authorizing development in Brunswick County at Shallotte Inlet and Atlantic Ocean, east end of Ocean Isle Beach as requested in the permittee's application dated 1/11/05, AEC Hazard Notice i dated 2/7/05. and Ian drawines (6). 1-6 of 6 sets 7 and 8 dated 2/1? This permit, issued on ! June 28, 2005 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Excavation 1) In order to protect colonial nesting waterbirds and juvenile shrimp and finfish populations, no excavation or placement of sand on the beach shall be permitted between April 1 and November 15 of any year without the prior approval of the Division of Coastal Management, in consultation with the Division of Marine Fisheries and the Wildlife Resources Commission. NOTE: The permittee is advised that there may be additional timing restrictions placed on the authorized project by the U.S. Army Corps of Engineers as part of the Federal permit process. Nothi' g in this State Permit overrides or supercedes any such Federal permit requirement. i (See attached sheets for Additional Conditions) I This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. I This permit must be accessible on-site to Department personnel when the projecti is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease- wh In the permit expires on December 31, 2008 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. arles S. Jones, Director vision of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Town of Ocean Isle Beach ADDITIONAL CONDITIONS Permit #91-05 Page 2 of 4 2) All excavation activities shall take place only within the areas indicated on the attached workplat drawings. 3) Excavation shall not exceed -15' below the normal low water level. Overdredging is specifically prohibited. Beach Nourishment Activities This permit authorizes beach nourishment activities to be carried out one (1) time along the entire reach of the requested project area. Any request to carry out additional activities within an area where nourishment activities have been completed under this permit shall require additional authorization. 5) Prior to the initiation of any beach nourishment activity, the existing mean high water line shall be surveyed and a copy provided to the Division of Coastal- Management. If nourishment activity is not initiated within sixty days (60) and/or there is a major shoreline change prior to the commencement of beach nourishment, a new survey shall be required. 6) Prior to the initiation of any beach nourishment activity above the mean high water contour within the limits of the permittee's jurisdiction, easements from all property owners must be obtained. 7) Only beach quality sand shall be used for beach nourishment purposes. 8) Should the dredging operations encounter sand deemed non-compatible with native grain size or sorting characteristics of the native beach, the dredge operator shall immediately cease operation and contact the Division of Coastal Management for consultation with the Division of Marine Fisheries and Wildlife Resources Commission. Dredge operations shall resume only after resolution of the issue of sand compatibility. 9) The seaward nourishment limit must be conducted in accordance with the approved work plats labeled 4 "Typical Profiles" (Sheets 4-6 of 6), all datedl2/29/04. If the permittee and/or its consultant detects a deviation from these profiles, the permittee shall cease operations and contact DCM to discuss remedial actions. 10) Temporary dikes shall be used to retain and direct flow of material parallel to the shoreline to minimize surf zone turbidities. The temporary dikes shall be removed and the beach graded in accordance with approved profiles upon completion of pumping activities. 11) In order to prevent leakage, dredge pipes shall be routinely inspected. If leakage is found and repairs cannot be made immediately, pumping of material shall stop until such leaks are fixed. Once a section is complete, piping and heavy equipment shall be removed or shifted to a new section and the area graded and dressed to final approved slopes. f: ??? ?oaco-ooo roaeooooo - Town of Ocean Isle Beach Permit #91-05 Page 3 of 4 ADDITIONAL CONDITIONS { s 13) Land-based equipment necessary for beach nourishment work shall be = brought to the site through existing accedes. Should the work result in any damage to existing accesses, the accesses shall be restored to pre p roject conditions immediately upon project completion in that specific area. NOTE: The permittee is advised that the construction of any new access sites would require a modification of this permit. 14) Where oceanfront development exists at elevations nearly equal to that of the native beach, a low protective dune' will be pushed up along the backbeach to prevent ponding and slurry from draining towards the development. 15) Dune disturbance shall be kept to a minimum., Any alteration of existing dunes shall be coordinated Y with the Division of Coastal Management as .well as the pertinent property owner. Ali disturbed areas { must be restored to original contours and configuration and shall be revegetated immediately following project completion in that specific area. Endangered Species Protection is { 16) Only beach quality sand suitable for sea turtle nesting, successful incubation and hatchling emergence shall be used for beach nourishment purposes. Furthermore, sand of similar grain size to the existing beach shall be `used to `reduce any changes, in physical characteristics of the beach that may affect nest survival. 17) Should any work take place within the sea turtle nesting period of May 1 st to November 15th, sea turtle crawl and nest monitoring will take place each morning. Any ` necessary nest relocations will be coordinated with the NC Wildlife ` Resources Commission and carried out by qualified personnel approved by the Wildlife Resource Commission prior to the construction of that project section. 18) Immediately after completion of the beach nourishment project,, and prior to the next three sea turtle nesting seasons, beach compaction shall be monitored and tilling shall be conducted as deemed necessary' by the Division of Coastal Management in coordination with appropriate review agencies. 19) Immediately after completion-of any phase of the beach nourishment project, and prior to the next three nesting seasons, monitoring shall be conducted to determine if escarpments are present that would affect nesting sea turtles or public safety and access. If such escarpments are present, the permittee -shall coordinate with 'the Division of Coastal Management for necessary remediation. Easement 20) Prior to the start of construction, the permittee must apply for and receive `an Easement from the epa men o F minis a io state Propeffy ice as required under er . - e ...y .{.. y ngn.yi>000700?006?. Y 1 Town of Ocean Isle Beach Permit #91-05 Page 4 of 4 ADDITIONAL CONDITIONS General s 21) The permittee and/or its contractor shall comply with all applicable U.S. Coast Guard regulations 22) The permittee and/or his contractor shall schedule a pre-construction meeting with the Division of Coastal Management prior to the initiation of any dredging activities. 23) The authorized activity shall not cause an unacceptable interference with navigation. 24) The permittee shall obtain any necessary authorizations or approvals from the US Army Corps of Engineers prior to initiation of the permitted activity. All conditions of this Federal approval shall be adhered to. 25) The permittee and/or his contractor shall provide for proper storage and handling of all oils, chemicals, hydraulic fluids, etc., necessary to carry out the project. 26) The N.C. Division of Water Quality has authorized the proposed project under General Water Quality Certification No. 3400 (DWQ Project No. 050487), which was issued on 5/13/05. Any violation of the Water Quality Certification shall also be considered a violation of this CAMA Permit. r 27) This permit does not grant any property rights or exclusive privileges. ? NOTE: The permittee is advised that the Division of Coastal Management will regulate the removal of existing sandbags and the placement of new sandbags in accordance with 15A NCAC 07H .0308(a)(2)(F), or in accordance with any variances granted by the N.C. Coastal Resources Commission. y NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. ?OF tNAT4 Q Michael F. Easley, Governor ?O G William G. Ross, Jr., Secretary wkr (3?North Carolina Department of Environment and Natural Resources / E Alan', W. Klimek, P.E. Director Division of Water Quality May 13, 2005 G t 1723 ad p Town of Ocean Isle Beach MAY T R 205 c/o Debbie Smith Three West Third Street Ocean Isle Beach, NC 28469 pERR WAi ER QUALITY WETLANDS AND STOR WWATER BRANCH SUBJECT: Approval of 401 Water Quality Certification and Additional Conditions Town of Ocean Isle Beach East End Beach Nourishment Project DWQ Project # 050487 Brunswick County Dear Ms. Smith: You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the following activity located at the east end of Ocean Isle Beach in Brunswick County. This approval allows you to: 1. Dredge 208,000 square feet of sandy shallow bottom in the ebb tide channel and the delta area of the Shallotte Inlet channel by hydraulic pipeline dredge, and place approximately 135,000 cubic yards of beach quality sand on the eastern end of Ocean Isle Beach. I 4 This approval is only valid for the purpose and design that you described in your CAMA Major application received by the Division of Water Quality (DWQ) on March 18, 2005. After reviewing your application, we have determined that General Water Quality Certification Number 3400 covers this activity. This Certification allows you to use your CAMA Permit when the NC Division of Coastal Management issues it. Please keep in mind that there may be additional Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and Erosion Control, Non- Discharge and Water Supply Watershed regulations, NPDES and Coastal Stormwater. In addition, this approval will expire when the accompanying CAMA Permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your revised CAMA Major Permit application received by the Division of Coastal Management on February 2, 2005. If you change or modify your project, you must notify the Division (DWQ) in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listedin the attached certification and the additional conditions listed below: i 1. Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to this office and a copy to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650; i North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (910) 395-3900 Customer Servicel-877-623-6748 Wilmington Regional Office' Wilmington, NC 28405-3845 FAX (919) 733-2496 Internet: h2o.enr.state.nc.us One NOrtIlCar011na An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Natimialll i Town of Ocean Isle Beach DWQ Project No. 050487 May 13, 2005 2. No excavation and no waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the CAMA Major Application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state 'water quality standards, statutes, or rules occur. Please notify this Office at the number listed below if any problem arises during the construction of the project that may affect water quality. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the DWQ Permit #050487 under Section 401 of the Clean Water Act. If you have any questions, please telephone Noelle Lutheran at 910-395-3900. Sincerely, Alan W. Klimek, P.E., Director Division of Water Quality Attachments: GC # 3400 Certificate of Completion cc: Coastal Science and Engineering - J.W. Forman, Jr., P.E. Corps of Engineers Wilmington Field Office - Henry Wicker WiRO- Noelle Lutheran 401/Wetland Unit, Central Office - Cyndi Karoly CAMA - Jim Gregson CAMA Raleigh - Doug Huggett Central Files WQC #3400 CAMA PERMIT CERTIFICATION GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS GENERAL PERMIT NUMBER 198000291 (ISSUED TO THE NORTH CAROLINA DIVISION OF f T is General Certification is issued in conformity with requirement of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 2B .0200 for the discharge of fill material as described in General Permit 198000291 and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces Water Quality Certification Number 3,625 issued on September 6, 1995, Water Quality Certification Number 3112 issued on February 11, 1997, Water Quality Certification Number 3274 issued June 1, 2000 and Water Quality Certification Number 3371 issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-authorizes Regional General Permit 0291 or when deemed appropriate by the Director of DWQ. The State of North Carolina certifies that the specified category of activity will not violate applicable) portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with conditions hereinafter set forth. Conditions of Certification: 1. Activities authorized by CAMA major permits require written concurrence from the Division of Water Quality as well as compliance with all conditions of this General j Certification; I 2.1 Activities authorized by Coastal Area Management Act (CAMA) Minor or General Permits do not require written authorization from the Division of Water Quality as long as they comply with all other conditions of this General Certification; 3. In accordance with North Carolina General Statute Section 143-215.3D(e), any request for written concurrence for a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall be submitted and will be the higher of the two fees. The fee shall be collected and distributed between the two agencies in accordance with agreements reached between the Division of Water Quality and the Division of Coastal I Management; 4. ! In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for impacts to 150 linear feet or more of streams and/or one acre or more of wetlands. In addition, buffer mitigation may be required for any project with Buffer Rules in effect at the time of application for buffer impacts resulting from activities classified as "allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer, wetland and stream mitigation requirements shall be made for any Certification for this Nationwide Permit. The most current design and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval as required in those protocols. When compensatory mitigation is required for a project, the mitigation plans must be approved by DWQ in writing before the impacts approved by the 'I, Certification occur. The mitigation plan must be implemented and/or constructed before any permanent building or structure on site is occupied. In the case of public road projects, the mitigation plan must be implemented before the road is opened to the travelling public; WQC #3400 5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but also intermittent stream impacts that require application to DWQ in watersheds classified as ORW, HQW, Tr, WS-1 and WS-II unless the project is a linear, publicly- funded transportation project, which has a 150-foot per-stream impact allowance; 6. Impacts to any stream length in the Neuse and Tar-Pamlico River Basins (or any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) requires written concurrence from DWQ in accordance with 15A NCAC 213.0200. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse and Tar- Pamlico River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 26 .0200. All new development shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices. Activities listed as "exempt" from these rules do not need to apply for written concurrence under this Certification; 7. All sediment and erosion control measures placed in wetlands or waters shall be removed and the original grade restored after the Division of Land Resources has released the project; 8. If an environmental document is required, this Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse; That appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to assure compliance with the appropriate turbidity water quality standard; 10. Measures shall be taken to prevent live or fresh concrete from coming into contact with freshwaters of the state until the concrete has hardened; 11. Additional site-specific conditions may be added to projects which have applied for CAMA major permits which are proposed under this Certification in order to ensure compliance with all applicable water quality and effluent standards; 12. When written concurrence is required, the applicant is required to use the most recent version of the Certification of Completion form to notify DWQ when all work included in the 401 Certification has been completed; 13. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from the date of the cover letter from DWQ or on the same day as the expiration date of the corresponding General Permit 198000291, whichever is sooner. Non-compliance with or violation of the conditions herein set forth by a specific fill project shall result in revocation of this Certification for the project and may result in criminal and/or civil penalties. i WQC #3400 The Director of the North Carolina Division of Water Quality may require submission of a formal application for individual certification for any project in this category of activity that requires written concurrence under this certification, if it is determined that the project is likely to have a significant' adverse effect upon water quality or degrade the waters so that existing uses of the wetland or downstream waters are precluded. Public hearings may be held for specific applications or group of applications prior to a Certification decision if deemed in the public's best interest by the Director of the North Carolina Division ofI Water Quality. Effective date: March 2003 DIVISION OF WATER QUALITY I By Alan W. Klimek Director WQC # 3400 I I 3 Certification of Completion DWQ Project No.: Applicant: Project Name: County: Date of Issuance of Isolated Wetland Permit: Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, used in the observation of the compliance and intent of the 401 and other supporting materials. Signature: Agent's Certification I, used in the observation of the compliance and intent of the 401 and other supporting materials. Signature: , hereby state that, to the best of my abilities, due care and diligence was construction such that the construction was observed to be built within substantial Water Quality Certification. and Buffer Rules, the approved plans and specifications, Date: , hereby state that, to the best of my abilities, due care and diligence was construction such that the construction was observed to be built within substantial Water Quality Certification and Buffer Rules, the approved plans and specifications, Date: If this project was designed by a Certified Professional I, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Registration No. Date 401 issued Subject: 401 issued From: Noelle Lutheran <Noelle.Lutheran@ncmail.net> Date: Fri, 13 May 2005 16:49:06 -0400 To: Cyndi Karoly 1 cyndi.karoly@ncmail.net>, Doug Huggett <Doug.Huggett@ncmail.net> 050487 Town ol_Ocean Isle Beach East End Beach Nourishment Issued 5/13/05 i Awaiting ltr to fill; in approved project details Dbase updated w apprvl date only L Dennison 1 of 1 5/16/2005 12:33 PM i i ILP 064487 Michael F. Easl March 14, MEMORA TO: FROM: SUBJECT: Applicant: NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management ,'Governor Charles S. Jones, Director William G. Ross Jr., Secretary I L5Vt50 V Cyndi Karoly MAR 1 ? 2005 Supervisor 401 Oversight and Express Permits Unit DENR - WATER QUALITY Division of Water Quality-Surface Water Protection WETLANDS ANDSTOFWWATERBMICH Doug Huggett Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review Town of Ocean Isle Beach Proposed Project: The Applicant proposes to dredge 135,000 cy of sand from Shallotte Inlet and deposit it on 2700 linear feet of ocean beach adjacent to the inlet. Project Location: Ocean Isle Beach: Charlotte Street to Shallotte Inlet; Brunswick County. Please indicate below your agency's position or viewpoint on the proposed project and return this form by April 7, 2005. If you have any questions regarding the proposed project, please contact Caroline Bellis at (910)'395-3900. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. I This agency objects to the project for reasons described in the attached comments. SIGNED DATE I 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone: 252-808-28081 FAX: 252-247-33301 Internet: www.nccoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper 1. 2. 3. 4. 5. 6. 7. DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT NAME: Town of Ocean Isle Beach, East End Beach Nourishment Project LOCATION OF PROJECT SITE: Ocean Isle Beach: Charlotte Street to Shallotte Inlet, Brunswick County. Photo Inde?. - 2000: 1-11, Grid P15..R22 1995: 1-11 Grid Q4..S12 1989: 1-20 Grid I12..K21 State Plane Coordinates - X: Y: ....will be forwarded..... Rover file: INVESTIGATION TYPE: CAMA/D&F INVESTIGATIVE PROCEDURE: Dates of Site Visits - Many visits; most recent 02/28/05 (J.G.) Was Applicant Present - Yes PROCESSING PROCEDURE: Application Received - 02/2/05 Office - Wilmington SITE DESCRIPTION: (A) Local Land Use Plan - Ocean Isle Beach Land Classification From LUP - Developed (B) AEC(s) Involved: EW, PT, OH, IHA (C) Water Dependent: Yes (D) Intended Use: Public/Private (E) Wastewater Treatment: Existing - municipal Planned - None (F) Type of Structures: Existing - Sandbags, Houses Planned -None (G) Estimated Annual Rate of Erosion: 2 ft/yr, 4.5 ft/yr Source - 1998 Long Term Average Annual Erosion Rates IIABITATi DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands (B) Non-Vegetated Wetlands - Shallow bottom and ebb tide delta 208,000 sf Inter-tidal beach area disposal 720,000 sf (C) Other- Upper beach disposal I 360,000 sf (D) Total Area Disturbed: 23.8 acres (E) Primary Nursery Area: No (F) Water Classification: SB/SA Open: Yes 8. PROJECT SUNIlVIARY The Town of Ocean Isle Beach proposes to dredge 135,000 cy of sand from Shallotte Inlet and deposit it on 2700 linear feet of ocean beach adjacent to the inlet. 1 r` Ocean Isle Beach East End Beach Nourishment Project Page 2 9. PROJECT DESCRIPTION Ocean Isle Beach is a south facing barrier island located in Brunswick County. It is situated between Tubbs Inlet, to the west, and Shallotte Inlet to the east. The westward migration of the main channel of Shallotte Inlet over the past several decades has continued to erode the east end of the island and threaten the development on the east end of Ocean Isle Beach. Sandbags have been placed along numerous properties in attempts to postpone damage to structures, and portions of several roadways (East First, Second, and Third Streets). The U.S. Army Corps of Engineers has a beach nourishment project at Ocean Isle Beach, b t it begins west of the current inlet induced severe erosion area (tapers between Charlotte Street and Shallotte Boulevard). The Town of Ocean! Isle Beach proposes to implement a municipal beach nourishment project that would place approximately 135,000 cubic yards (cy) of sand dredged from Shallotte Inlet onto the inlet and ocean beaches above the low tide line at the east end, extending west to tie in with the federal beach nourishment project. The sand would be taken from within the Corps' designated borrow area within the inlet ebb channel/delta region of the inlet. The material would be pumped by hydraulic dredge to the beach. The excavated materials would be pumped to the shorefront and bulldozers would be used to grade the material to the design slope. Effluent would be directed towards the ocean behind a temporary sand dike during project construction. The approximately 19 acre sand placement area measures approximately 2,700 ft x 400 feet. The project area is within the Ocean Hazard and Inlet Hazard Areas of Environmental Concern. The 1998 Long Term AYerage Annual Erosion Rate ranges from 2 feet per year at Charlotte Street to 4.5 feet per year to the east. The erosion rate of the adjacent shoreline is wrapped around into the inlet hazard area, although the actual erosion rate may actually be much higher. In the project area, the NC Division of Water Quality classifies the Atlantic Ocean as SB, and the waters of Shallotte Inlet as'SA. The waters of Shallotte Inlet are OPEN for the harvest of shellfish. The project area is not designated as Primary Nursery Area (PNA) by the NC Division of Marine Fisheries. 10. ANTICIPATED IMPACTS The excavation of the ebb tide channel and delta area of Shallotte Inlet channel by hydraulic pipeline dredge would disturb 208,000 sf of sandy, shallow bottom. The project would produce approximately 135,000 cubic yards of beach quality sand that would be placed on the eastern end of Ocean Isle Beach. The deposition of this material would disturb 827,640 feet (19 acres) of upper beach and inter-tidal zone along 2,700 linear feet of oceanfront shoreline. Submitted by: Caroline Bellis Date: 3/10/05 Office: Wilmington i MVv VU MAR 1 2005 0 5 0 4 77", , "-,I Form DCM-MP-1 APPLICATIO 1. APPLICANT a. Landowner: Name: Town c Address: City: Ocean Isle Beach State: NC Zip: 28469 Day i hone 910-579-2166 Fax: 910-579-8804 i b. Authorized Agent; Name: J. W. Forman, Jr., P.E. Coastal Science & Engineering Address: P. O. Box 1643 City: Morehead City State: NC Zip: 28557 1 Day Phone 252-222-0976 Fax: 252-222-0967 c. Project Name (if any) Ocean Isle Beach, East End Beach Nourishment 2. LOCATION OF PROPOSED PROJECT i a. County: Brunswick ii tr.?t 1 P ? N Di'?ISi(?i`4 OF ?STAL MANAGEMENT b. City, town, community or landmark Town of Ocean Isle Beach c. Street address or secondary road number East end of S.R.1144 and 1888 d. Is proposed work within city limits or planning jurisdiction? X Yes No e. Name of body of water nearest project (e.g. river, creek, sound, bay) Atlantic Ocean and Shallotte Inlet to the east of nroiect 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities). Dredging and placement on beach of approximately 135.000 cubic yards of beach quality sand b. Is the proposed activity maintenance of an existing project, new work or both? Both c. Will the project be for public, private or commercial use? Public use d. Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional pages. Dredging by hydraulic dredge with material pumped to beach where it is dewatered in controlled dikes and shaped with conventional earth moving equipment. Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS I: a. Size of entire trait Beach fill area -19 AC +/- b. Size of individual lot(s) N/A c. Approximate elevation of tract above MHW or NWL -10 to + 8 feet NGVD d. Soil types(s) and iexture(s) of tract medium to coarse sand on beach e. Vegetation on tract None f. Man-made features now on tract Existing sand bags at end of Charlotte and Shallotte Blvd.. quarry stone and rubble on beach from collapsed structures g. What is CAMA Land Use Plan land classification of the site? Conservation Transitional X Developed I - Community Rural Other h. How is the tract zoned by local government? Residential i. Is the proposed project consistent with the applicable zoning I X Yes_ No j. Has a professional; archeological assessment been done for the tract? Yes X No If yes, by whom? k. Is the project located in a National Register Historic District or, does it involve a National Register listed or eligible property? Yes X No 1. Are there wetlands?on the site? Yes X No Coastal (marsh) iNo Other No If yes, has a delineation been conducted? N/A (attach documentation, if available) j 3 2005 in. Describe existing [wpAe?rgter trgidment facilities. All residefitf l;?x?i s: rei,>3el d?biy- _rctPpal sewer and treatments stem operated by Town of Ocean Isle Beach. n. Describe the location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial /commercial effluent, "wash down", and residential discharges). Discharge of dredge slurry on beach and to ocean during dredging and filling operations o. Describe the existing drinking water supply source. Municipal system with well sources 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: • A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. If the applicant is not claiming to be owner of said property, then forward a copy of the deed or other instrument under which the owner claims title, plus written permission from the owner to carry out the project. An accurate dated work plat (including plan view and cross-sectional drawings) drawn to a scale in black ink on an 81/2" by 11" white paper. (refer to Coastal Resources Commission Rule 710203 for a detailed description). Please note that original drawings are preferred and only high quality copies will be accepted. Blue line prints or other large plats are acceptable only if an adequate number of quality copies are provided by applicant. (Contact the U. S. Army Corps of Engineers regarding that agency's use of larger drawings). A site or location map is a part of plat requirements and must be sufficiently detailed to guide agency personnel unfamiliar with the area to the site. Include highway or secondary road (SR) numbers, landmarks, and the like. Form DCM-MP-1 • A Stormwater Certification, if one is necessary. • A list of names and complete addresses of the adjacent waterfront (riparian) landowners and the 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. Upon signing this] form, the applicant further certifies that such notice has been provided. Name see list of property owners in Narrative Address Phone I Name _ Address Phone Name _ Address Phone • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. N/A ?- I • A signed AEC hazard notice for projects in oceanfront or inlet areas. • A check for $250 made payable to the Department of Environment, Health and Natural Resources (DEHNR) to cover the costs of processing the application. • A Statement of compliance with the N. C. Environmental Policy Act (N.C.G.S.113A-1 to 10). If the project involves the expenditures of public funds or use of public lands, attach a statement documenting compliance with the North Carolina En ? ironmental Policy Act. [ 6 r V 7 4 6. CERTIFICATION, AXVV%AMISStON TO ENTER ON Lq& ST?.L MANAGEMENT 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 conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. 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. This is the 11 day of January , 20 05 Print Name Debbie Smith, Mayor Signature downer or Authorized Agent i Please indicate attachments pertaining to your proposed project. X DCM MP-2 Excavation and Fill Information DCM MP-3 Upland Development DCM MP4 Structures Information DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE. Please sign and date each attachment in the space provided at the bottom of each form. Form DCM-MP-2 EXCAVATION AND SILL (Except bridges and culverts) Attach this form to the Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relatl to this proposed project. Describe below the purpose of proposed excavation or fill activities. All values to be given in feet. Average Final Existing Project Width Death Denth Access Channel 600 ft 50 (MLW) or 5,200 ft 250 ft loft F15 Canal I N/A I N/A I N/A I N/A Boat Basin N/A N/A N/A N/A Boat Ramp N/A N/A N/A N/A Stabilization) 7 7%J1 Rock ' Groin N/A N/A Rock Breakwater N/A N/A Other (Excluding N/A N/A N/A N/A shoreline '1 ?G1 7 77 7 20915 D DWI- 10N OF Cr',.ST,a.! KIANArGEMENT 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic yards. 135,000 cubic yards b. Type of material to be excavated clean medium to coarse sand c. Does the area to be excavated include coastal wetlands (marsh), isubmerged aquatic vegetation (SAV's) or other wetlands? _ Yes X No d. Highground excavation in cubic yards none 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area Ocean beach of Ocean Isle, west of Shallotte Inlet channel b. Dimensions of disposal area Beach fill area approx 2,700 feet long, 130 to 150 ft wide berm at el. +7 , total fill approx 400 feet wide at placement, see sheets 4, 5 & 6 c. Do you claim title to disposal area? _Yes X No If no, attach a letter granting permission from the owner. Disposal area is public beach d. Will disposal area be available for future maintenance X Yes No If yes, where? Same location if fill is required Form DCM-MP-2 R VE ?Zl DO If yes, 3 2065 e. Does the disposal'; area include any coastal wetlands (marsh), SArs or other wetlands? Yes X INo f. Does the disposal area include any area in the water? Yes ` X No 'I 3. SHORELINE STABILIZATION N/A a. Type of shoreline stabilization Bulkhead Riprap b. Length I C. Average Distance waterward of MHW or NWL d. Maximum distance waterward of MHW or NWL e. Shoreline erosion during proceeding 12 months (Source of Infornw on) f Type of bulkhead or riprap material g. Amount of fill in cubic yards to be placed below water level j (1) Riprap t (2) Bulkhead backfill h. Type of fill material i. Source of Fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to the site? X Yes No i (1) Amount of materia?,ppSJv5F# j5pe w r None uorne fill; &fl a 1awT er 1 (2) Dimension of the fill area anrox 2,700 feet long, 130 to 150 ft wide berm at el. +7 , total fill Uprox 400 feet wide at placement, see sheets 4, 5&6 (3) Purpose of fill' Beach Nourishment b. Will material be placed in coastal wetlands (marsh), SAV's or other wetlands? Yes X No if yes, (1) Dimensions of fill area (2) Purpose of fill 5. GENERAL a. How will excavated material be kept on site and erosion controlled? Material pumped to beach will be controlled with temporary dikes to facilitate settlement and retention of sand on beach b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Hvdrauh dredge for dredging and conventional earth moving_gg4ment for shaping the fill on the beach c. Will wetlands be crossed in transporting equipment to project site? Yes X No If yes, explain steps that will be taken to lessen environmental impacts. Ocean Isle Beach, East End Beach Nourishment Applic r Project Name rr,, ,, Signs re Date ,?.T gale 1 t 11,Jc? -ORTIH ?CAR?OLINA C. ' ! A`! P a ;SOUTjH ?Q:AROLINA City I' • 1319 tow? _ _ F XMapV4.5 - 318 4 1317 / MW (8-6- VQ it _ 84 , I 1153 1207 .. % 1147 - % '-,. - - - - 115 _ I I 1 \., ? - - ? - r ?, .? 4th 71St 1235 b 1-3 Srsncb - -1149 ': - 179 11S2 \\\ 8a+ien Ps .? '. e antley I02n - d -eflln Id ,? 11? •,, 1181 el 1' 1 Y? 1154 .r. _ ?, a1lrlrre'S" _ - 11f-fi _!.? 17s 'iss _SOTSIslalMf 904 } 1213 1158 a 1232 1625 124 i •r' ^ Isle Bcsch 904 t t .r.. . '1152 4',1. ,,L... ;? •°'???? I` -Pro?eCt Area ,. - - } mi S& Island r vy {S? `'_ 0 %4 h DIRECTIONS From HWY 17: Take Hwy. 17. Turn south onto NC Hwy. 904. Follow Hwy 904 south to Town of Ocean Isle Beach. Turn northeast onto East 1st Street and follow,to the street end. Project starts from Charl tte St. and extends northeast (2,700 ft) ending at Shallotte Inlet. I' Project, Name: Prepared For. Ocean Isle Beach Town of Ocean Isle Beach VICINITY MAP East End Nourishment Plan 29 December 2004 Sheet 1 of 6 E\190,100 r? '. lliJ I I I r i .f I t _ i -5 Holden-Beach - -. 1% 1 A w Q^ - I C -15_I 1 I ?^ 1 t ?` v, O ?00 Marsh O Marsh i ii .11 r 03 } Marsh ?=-?-°. 0 .5 Ocean Isle Beach E. 3rd gypo USACE BL SHALLOTTEINLET BORROW AREA ¦ ; i`III I 1 Sao E ? ?? _ ;' I? I f y .2?d ¦ -10 ------------ Il ?l i? -10 E R ECT S r p?OJ -- -- ' --°' ---------- 1 0 Ilnear fee 1, - 5 t- ?'3 2 70 ? -15--------- - 50 vll 1 X135,000 cv . e a Iilll' ? C ?3%?;'• N C) -20 -- t USACE Project ° °+ ° - --n--- o °° M A t 1 ° + C) rn -20 ----------------------------------------- W ° ° o °° ° 500 0 500 1,000 ° -- r N: 52,000 ° x N: 5'1,b00 E: 2,180,000 Ej2,19fT 100 GRAPHIC SCALE (feet) -=4 Datum: SPCS NAD 83 L 1 V Project Name: Prepared For., ny -n Ocean Isle Beach OCE` Z "ClsLE Town of Ocean Isle Beach PROJECT AREA in ?, East End Nourishment Plan BEACH ?' .1-L 29 December 2004 i k S ee A 6 E. 3rd sum join, is ilea , 2nd sme ?? ..., <t . L rTransition r ? . VI 1 _ i 20,000 Cy Q (28.6 cYIft) 700 ft N: 53,000 I E: 2,182,500 n? o c Project Name: Ocean Isle Beach Ocv East End Nourishment Plan GR. _- . 1 I IR .1 I I I I I I I 1 1 1 I PROJECT AREA 2,700 linear 50 cy?lfl -135,000 v __--r 95,000 Cy (95 cY/ft) 1,000 ft I I 1 0 c+ °o Prepared For. Town of Ocean Isle Beach t I 0 0 0 Datum: SPCS NAD 83 29 December 2004 1 I I U1 1 1 it to I I c 1 :0 I ? i 1 A tll l a n t I I 1 e 20,000 cy (20 cylft) 1 1,000 it 1 T T 0 01 S M Cn -40 200 0 200 496 _cn GRAPHIC SCALE (feet)' z NOURISHMENT PLAN (,-) O v m -n a m Z 4h-nf F i? 20 15 10 C7 6 Z 0 O -5 O LV -10 -16 -20 Ocean Isle Station 15+00 I 7 7 rte' Ta A' i y i 3 205 ni\i!Cit1,! (-% Dec-04 .................s.......... .......... --- - - -- USACE Fill (Transition) OIB Supplement Fill - Transition ................ .... .-• ........................ - ........ BC-Berm Crest ........:...... _.__._,_-?_ „USACE Fill (Transition) - 75 cy/tt Supplemental Fill Vol = -15 Cy/ft Berm @ +7 ft NGVD (BC@ 289 ft BQ -------- ......... .... ... .........t ...__ :-• Construction Slope @ - 1 on 18 .? ................ ------• -- ...... .•?. ...... ....... ....... ....... ......... 'i Profile Survey 6 Dec 2004 by Coastal Science 8 Engineering ..... : ......... : ......... t ......... ; .......... USA CE FIN Volume Based on Beach Renourishmenf Project Plan - lFB No. m 12PM-04-B-0017 (MArnington District - 12 Nov 2004) E 0 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) 20 15 10 5 Z 0 0 at .6 a> W -10 -15 20 Ocean Isle Station 10+00 Dec-04 ." ....... ......... ......... .......... ..................... - USACE Fill (Transition) OIB Supplement Fill Supplemental Fill Vol = 80.0 cy ------- ------- • i /ft - - USACE Fill (Transition) 5.5 Cy/ft Berm. @ +7 ft NGVD (BC@ 195 ft BQ . ............... -•--•- --- --- Construction Slope @ - 1 on 20 -- ................ ..... -•----. ...--- ------- ......... ------• ------- ---- ---.... --•---- -----•-- ....... ...... .---- .......... ------- ------- Profile Survey 6 Dec 2004 by Coastal Science & Engineering 0 i 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft). I' Project Name: Prepared For. Ocean Isle Beach Town of Ocean Isle Beach TYPICAL PROFILES East End Nourishment Plan 29 December 2004 Sheet 4 of 6 i I Ocean Isle Station 15+00 3 2005 ? 20 i -Dec-04 UI"?J?Vw n I 1 ,? AN T ? F ` ? 15 , ------------------------------ ---------- ---------- - - - USACE Fill ( sif o ? , ? OIB Supplement Fill - Transition 10 ...... ......... ....... . ...- ------- ------ ------- •-•---• ------- Q . BC=Berm Crest 5 ............. ...... USACE Fill (Transition) = 75 Cy/ft Z Supplemental Fill Vol = •-15 cytft ?. Berm @ +7 ft NGVD (BC@ 289 ft BQ 0 . '""""'""""".... "' -------- T "'-' =-' Construction Slope @ - 1 on 18 W -10 - 7-1 ..... ......... y -------..--- ---- ------ ----- -15 Pmfib Survey 6 Dec 2004 by Coastal Science & Engineering .....'r ......... : .................. a ... _ _ _ - USACE FJ Volume Based on Beach Renourishment Project Plan - IFE No. W912PM-04-B-0017 (Wilmington D&r& -12 Nov 2004) i 20 0 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) 20 15 10 D 5 Z c 0 0 R -5 a? W -10 -15 20 Ocean Isle Station 10+00 - ------------ Dec-04 ..------± ......................•---- .......... -........ - - - USACE Fill (Transition) - - OIB Supplement Fill -? - •• -- ------- ------• ------- ------- ..._..- ------- ...... ......_ ?`• Supplemental Fill Vol =•-80.0 cytft ......... .............. ....... ??•-•........ USACE Fill (Transition) = 5.5 cylft Berm @ +7 ft NGVD (BC@ 195 ft BQ --., ---- -----•--•j-• -- Construction Slope @ 1 on 20 i.......... -------------------------------- - -- ---- --- ---- -- ------ ...-. ?......... ?......... <........ ...... ........f...... ....... ?......_..i........ I Piofib Surrey 6 Dec 2009 by Coastal Science & Engineering 0 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) i Project Name: Ocean Isle Beach East End Nourishment Plan Prepared For. Town of Ocean Isle Beach TYPICAL PROFILES 29 December 2004 Sheet 5 of 6 I ? 1A Ocean Isle Station -5+00 (Eas° 20 1l7 I? 11 1 il3i , Dec-04 DIVISiJ;8.UOFt 15 ........ .......... i.......... .......... .......... ....... ,? COASTAL M A -,' E T OIB Supplement Fill Q 10 ...... ....... ....... _..--- ................... -----.. ....... .----- 5 - -,•_' ...... _?• -,••-• _ Supplemental Fill Vol = -20.0 cytft --•••- z Berm @ +7 ft NGVD (BC@ -370 ft 8L) i Construction Slope @ 1 on 20 0 ........ ------- ------- ---- --_... C -6 --? . ............<-------- ------ --- -.-- -- --.... W -10 . ... ....... .......... ------ - ------- ------- .....-- -_... ----.. .......... --i........--- -<-------- -----.--------r --------- *---------------•------- rolile Surrey 6 Dec 2004 by Coastal Science 8 Enginearing 20 -600 -500 -400 -300 -200 -100 0 100 200 300 400 Distance From USACE Baseline (ft) 20 15 G 10 C7 5 z v- 0 .s d W -10 -15 -20 Ocean Isle Station 10+00 East : : -Dec-04 Ocean Isle Beach .......................... "-'---- Supplement Nourishment - --=-•-- Project Limit - East End -?•. ...... -••• -..•• End Nourishment Taper --..--?-•---- ••---.*----•. --?., ----- --- -- ----- --- -- ----- .... .........--- I 7 T'- Profile Saney6Dec2004byCoastal SckmeBEngirteering- ----• ---•-- --. ..... .. --. ----- 'I -800 i 700 -600 -500 -400 -300 -200 400 0 100 200 300 400 j Distance From USACE Baseline (ft) l Project Name: Ocean Isle Beach East End Nourishment Plan Prepared For. Town of Ocean Isle Beach TYPICAL PROFILES 29 December 2004 Sheet 6 of 6 DS- aW/ Mr. Henry U. S. Army Wilmington United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 276363726 of Engineers atorv Field Office March 18, 2005 P. O. Box 1890 Wilmington, North Carolina 28402-1890 D R MAR 3 0 2005 4YEAGSA"40 SGi- Vi;(TRBRANCH Subject: Action ID # 200500360, Beach Construction, Town of Ocean Isle Beach, Brunswick County, North Carolina Dear Mr. Wicker: This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the subject Public Notice (PN), dated January 24, 2005. The applicant, the Town of Ocean Isle Beach (Town), has applied for a Department of the Army (DA) permit to place approximately 135,000 cubic yards (yd3) of sand dredged from Shallotte Inlet on approximately 2,700 linear feet of beach. These comments are submitted in accordance with the Fish and Wildlife Coordination Act (FWCA) (48 Stat. 401, as amended; 16 U.S.C. 661-667d). Comments related to the FWCA are to be used in your determination of compliance with 404(b)(1) guidelines (40 CFR 230) and in your public interest review (33 CFR 320.4) in relation to the protection of fish and wildlife resources. Additional comments are provided regarding the District Engineer's determination of project impacts pursuant to section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543). Proposed Protect The PN contains a Narrative Description of Project (NDP) provided by the applicant. The 2,700 linear feet of shoreline that would receive the 135,000 yd3 of sediment is located at the eastern end of Ocean Isle. Ocean Isle is a very low, narrow island with poor dune development and no significant protective vegetation (Pilkey et al. 1998, p. 197). The beach fill would cover approximately ?l9 acres of intertidal and subaerial beach. The main portion of the sediment placement would be done at 50 yd3 per linear foot and would include a flat berm at seven feet National Geodetic Vertical Datum (NGVD), approximately mean sea level. The ends of the main fill would taper to meet the larger beach construction effort to the west and the natural shoreline on the east. The PN and NPD do not contain a specific statement of the project purpose. However, both documents refer to the shoreline recession which has occurred in the area. The PN notes that the area has experienced above average erosion resulting in damage and condemnation of several 2 oceanfront properties. At several locations, surf extends beneath existing structures during high tide. Sand bags have been placed in the area to protect structures and infrastructure. These conditions are :consistent with Pilkey et al. (1998, p. 197) who state that erosion associated with Shallotte Inlet'on the eastern end of the island is destroying roads and forcing some homeowners to move their lbuildings. Portions of the eastern end lack dunes and are overwashed periodically. The Service assumes that the purpose of the proposed work is to construct a temporary beach and berm to serve as a barrier between the ocean and residences along the shoreline. The NPD states that the proposed work would be done in conjunction with the periodic sediment placement by the Corps using material dredged from Shallotte Inlet. This larger project would place 384,000 yd3 of material along the main beachfront of the island. The, applicant expects to "gain significant economic advantage by contracting with the dredging contractor for [the inlet dredging work] to complete the Town's project before demobilizing equipment from the site." The Corps' inlet dredging was expected to start in February 2005 and require approximately four weeks for completion. On February 2005, the Wilmington Starnews published an article which stated that the Corps dredging of Shallotte Inlet would be delayed until next year because bids came in significantly over budget. Therefore, the plan to use the same contractor for the work described in this PN cannot be done this year. The newspaper report states that the Town would continue to explore potential solutions - short and long term - to help residents at the east end of the island. The article also noted that the Town could consider a new, land-based source of material as a substitute for sediment dredged from the inlet. Service Concerns While it is unclear when, or if, the work described in the PN and NDP will be undertaken, these comments address the work described in those documents. It is likely that future work may require an amended PN and the use of a different sediment source would require a new permit application. j The Service is concerned about the direct, immediate loss of both subtidal and, especially, intertidal estuarine habitats, due to dredging and disposal. Both areas are important fish and wildlife habitatand the values of intertidal flats in North Carolina have been described (Peterson and Peterson 1979). Shorebirds forage along intertidal habitats of exposed sand bars and beachfronts. In inhabiting intertidal shoals are an important food, source for shorebirds and fishes. Birds such as the sanderling (Calidris alba), black-bellied plover (Pluvialis squa) arola), willet (Catoptrophorus semipalmatus), ruddy turnstone (Arenaria interpres) , greater yellowleg (Tringa melanoleuca), lesser yellowleg (Tringa flavipes ), marbled godwit (Limosa'fedoa), American oystercatcher (Naematopus palliatus) , clapper rail (Rallus longirostris), and great blue heron (Ardea herodias) are a few of the birds that may forage on intertidal flats in North Carolina (Peterson and Peterson 1979, pp. 49-58). I 3 The Service is concerned that the placement of the incompatible dredged material on the beach could reduce the habitat value of the beach by significantly altering the physical characteristics, especially grain size characteristics, of the beach. As the Service has noted before, it is important for the physical characteristics (sand grain size, density, shear resistance, color, heavy mineral content, and moisture content) of dredged material to be similar to those of the native, historic beach. However, it is necessary to distinguish the natural beach from one which has received repeated sediment placements. Beaches which have received sediment from the same source over many years may take on the physical characteristics of the borrow source and loose the characteristics of the native beach. Care should be taken in establishing the physical characteristics of the area to receive sediment. f The issue of grain size compatibility is critical to many aspects of the project's success, such as longevity, and the adverse environmental impacts, such as turbidity and sedimentation. This issue is summarized by the statement (National Research Council [hereafter NRC] 1995, p. 97) that: "The most important borrow material characteristic is the sediment size. Borrow material grain size matching the native material is considered synonymous with quality:) Fine material also adversely affects project performance. Early projects constructed without regard for grain size performed relatively poorly, and recent developments indicate that nourishment sand that is only slightly smaller than native sand can result in significantly narrower equilibrated dry beach width compared to sand the same size as (or larger than) native sand." A major reduction in grain size has important ramifications for both shorebirds and nesting sea turtles. Beach invertebrates which serve as a food source for near shore fishes and shorebirds live in the spaces between sand grains. High energy, intertidal beaches in the southeastern United States may have 20-30 invertebrate species (Ruppert and Fox 1988, p. 346). Invertebrates found here include the beach digger (Haustorius canadensis), a polychaete worm (Scolelepis squamata), and, in late summer, the mole crab (Emerita talpoida) and coquina clam (Donax sp.). The swash zone is dominated by the mole crab and coquina clam. Greene (2002 and references therein, p. 25) states that both Emerita and Donax are the primary prey base for surf zone fish, crabs, and shorebirds. One important manifestation of the adaptability of Donax and Emerita to the beach-face is their mobility. Both animals move up and down the beach with each wave uprush; and they stay within the swash zone as the tides change by moving out of the sand on the uprush, if they prefer a higher location on the beach, or in the backrush of the waves as the tides fall, if they prefer a lower location. They do this in steps, moving in mass with almost every wave, in an effort to maintain their position in the active swash zone with optional feeding conditions. Therefore, the "health" of the Emerita and Donax is closely linked with the sediment characteristics of the beach, and the availability of natural seawaters surging up and down the beach-face. In regard to this mobility, sediment grain size is extremely critical because mole crabs do not actually burrow 4 into the beach as they change locations within the swash zone, but rather vibrate their lower appendages and legs to create a "quicksand" condition in their immediate area. This makes it easy for them to penetrate or burrow into the sand with a minimum expenditure of energy. Anything that significantly alters the beach-face sand has the potential to impact Emerita numbers. If the sand is too coarse, too fine, too well sorted, or contains too many heavy minerals (dark sands), mole crabs find it difficult or impossible to burrow into the beach. If the proposed work reduces populations of beach invertebrates, shorebirds would be adversely affected due to a reduction in food resources. The use of finer grained material can produce a harder, more compacted beach. In discussing the beach building Iat Atlantic Beach (Carteret County) with sediment from the Morehead City Harbor, Bush et al. (1996, p. 85) wrote that mud in sediment is cohesive enough to form small scarps on the beach and packs down into a relatively hard pavement on the upper beach. Pilkey et al. (1998, p. 101) also noted that dried mud made sections of Atlantic Beach as "hard as rock." A compacted beach would adversely affect sea turtle nesting success. A compacted beach can increase false crawls, increase nest digging time, hinder gas exchange within incubating nests, the hydric environment of the nest, and result in broken eggs from clutches deposited in too shallow an egg 'chamber (National Marine Fisheries Service and U. S. Fish and Wildlife Service [hereafter NMFS and USFWS] 1991, pp. 21-22). Project planning should seek to ensure that beach disposal does not lead to an increase in the percent of false crawls. In addition to hindering the excavation of sea turtle nests, a hard, compact beach can also be detrimental to proper incubation. Sand grain shape, size, and compaction can alter gas diffusion necessary for proper development and thereby alter hatching success (NMFS and USFWS 1991, p. 22; Greene 2002 and reference therein, p. 30). Project planning should ensure that the work does not alter the color of the beach. A darker than normal beach color absorbs more heat and increase beach temperature. Alteration of beach temperature during the incubation of sea turtle eggs can alter the incubating environment of the nest and, in turn, affect hatching success and hatchling sex ratios (NRC 1995 and references therein, p. 112) Pilkey et al. (2004, p. 113) state that all natural North Carolina open beaches are light brown to yellow-brown when viewed from a distance due to iron oxide in shell fragments. Beaches may become darker if black shell fragments are added. Black shell fragments originate in oxygen- poor mud of a lagoon or sound where iron is converted to iron sulfide (Pilkey et al. 2004, p. 115). While beaches with black shell fragments may result from island migration which reveals ancient lagoon on the beach front, such fragments may also be introduced by sediment placement. i The Service is concerned that work could produce harmful turbidity (and subsequent sedimentation) for an extended period. Offshore water quality, especially turbidity appears to be important with respect to the "health" of Emerita and Donax (Reilly and Bellis, 1983). If the source material 'for a beach nourishment project includes a significant amount of fine-grained 5 sediment (siltsi and clays), this may not only impact the distribution of Emerita and Donax in the areas of discharge, but also have a more lasting impact on the adults that winter offshore. Reilly and Bellis (1978, p. 58) concluded that the high turbidity following beach nourishment on Bogue Banks was the probable cause for the failure of adult Emerita to return to Fort Macon beach. i There may be ..deterioration of nearshore habitat quality due to long-term turbidity from a poorly designed beach construction project. Bush et al. (1996, p. 83) state that "streams of turbid water from thelsurf zone of Miami Beach are still responsible for killing coral heads 14 years after the beach was emplaced." Goldberg (1985 as cited in Goldberg 1988) gives an example of a Florida beach nourishment project which resulted in damage to a nearby rocky environment 50-60 meters (164-197 feet) offshore. Material placed on the beach during a nourishment project quickl? eroded off the beach and covered nearshore rocks. Seven years after the project, the rocks were still covered in fine sand and silt, and turbidity of the nearshore area remained high. While projects in other areas may not be comparable to the east end of Ocean Isle Beach, careful planning should ensure that there will not be episodes of high flows of fine grained material from a constructed beach to the ocean until the entire beach fill has washed away. While increased turbidity per se is harmful, a closely related event, increased offshore sedimentation, also produces adverse impacts. The suspended particles which are transported by water eventually settle to the bottom creating sedimentation. The settling of suspended particles is also referred'to as siltation. Offshore hardbottoms (areas with exposed limestone, phosphate, and other sedimentary rock) are valuable biological communities that support a diverse community of algae, soft and encrusted coral, sea anemones, sea whips, and recreationally important finfish (Frankenberg 1997, pp. 191-192). Nearshore reef habitats that lie within the depth of closure may be destroyed by sand burial resulting from the redistribution of beach fill material (NRC 1995, p. 113-114). Studies have indicated that sand placed on Wrightsville Beach has washed off the beach and buried extensive hardbottoms on the inner continental shelf (Riggs, 1994, pl t ,17). These hardbottoms were prime fishing locations, but are now out of production due to a covering of two to six inches of sand. Riggs (1994, p. 17) concludes that "[T]he business of beach nourishment and hardbottoms represents a very serious conflict, and a problem that's going to get much bigger." The current evaluation of potential adverse environmental impacts does not discuss the presence or absence of nearshore hardbottom which could be harmed by the work. Other factors should be considered in long range planning. Leatherman (2001, pp. 188-189) states shoreline position is determined by several factors such as sediment supply, wave energy, and sea level. He also states that sea level rise induces beach erosion or accelerates ongoing shore retreat in several ways. For example, deeper water decreases wave refraction and thus increases the capacity for longshore transport. He also notes that there are important differences between erosion and inundation. Erosion is the physical removal of material by waves and currents from the beach profile with the subsequent loss of this material offshore beyond the closure depth or to sinks such as inlet and lagoons. In contrast, inundation is the permanent submergence o low lying land. Leatherman (2001, p. 189) writes that "[t]otal coastal retreat or recession equal the sum of erosion plus inundation. Along open ocean beaches, over 90% of z> the retreat is caused by erosion; the opposite is generally true for coastal marshes in sheltered bays, lagoons, and estuaries with limited wave action." If, as expected, global warming continues to accelerate in this century, the impacts of both erosion and inundation are likely to increase. Such considerations should be incorporated into the long-term management plan of the applicant. , Neither the PN nor NDP provide information on the physical sediment characteristic of the existing beach or the material that would be placed on the beach. The NDP notes that the Town would monitor the material placed on the beach on a daily basis to make sure that the best material available is used. Furthermore, the proposal anticipates that experience gained by the dredging contractor during the larger, Corps project would "help place the`dredge in areas of the borrow area c ontaining the best beach quality material." However, considering that the material would be moved by a conventional hydraulic dredge pipeline and pumped onto the beach as a water-sediment slurry, it may be difficult to rapidly assess the quality of the material before the water fraction has drained into the ocean. The current proposal is unclear regarding: (1) how the proposed monitoring would detect unsuitable material in the water-sediment slurry; (2) procedures for stopping the placement if unsuitable material is detected; and/or (3) whether unsuitable material would be removed from the beach. Special Status Species The Service has reviewed available information on federally-threatened or endangered species known to occur in Brunswick County. We have also reviewed information from the North Carolina Natural Heritage Program (NCNHP) database which contains excellent data on the special status species, both federal and state. This database can be accessed by topographic quadrangle (quad) of the U. S. Geological Survey (USGS). Data from USGS quads provide the most project-specific information on species which should be considered in permitting this project. The project area is located in the Shallotte quad. The occurrence data of special status species within this quad can be obtained on the internet at < http://www.ncnhp.org/Pages/heritagedata.html >. Our review indicates that the West Indian manatee (Trichechus manatus), a federally-endangered mammal, could occur in the project area. The species is known to occur in Brunswick County and the NCNHP database indicates historic records for the species in the Shallotte quad. The shallow, estuarine waters of the project area may provide suitable habitat for manatees that move along the Atlantic Coast during summer months and are seasonal transients in North Carolina, primarily from June through October. The species moves extensively when in North Carolina waters and past?occurrence records cannot be used to precisely determine the likelihood that it will be presence at a particular construction site. However, restricting work to the cooler months of the year (November-May) would result in a project that is not likely to adverse affect manatees. The project area is used by the federally threatened piping plover (Charadrius melodus). The NCNHP database shows an occurrence record in the immediate vicinity of the proposed 7 sediment placement. The beaches of North Carolina may be used by piping plovers for nesting, migratory sto Povers, and overwintering. Nesting activities usually occur from April 1 through July 15. Dur Pg the winter the birds utilize expansive sand or mudflats (feeding) in close proximity to asandy beach (roosting). Critical habitat has been designated,for wintering piping plover (Federal Register, July 10, 2001, Vol. 66, No. 132, pp. 36038-36143). While there is a designated unit of critical habitat east of Shallotte Inlet (Holden Beach), the western edge of the inlet (Ocean Isle Beach) is not a formally designed unit of critical habitat. While winter disposal of the proposed volume of material would be disruptive to overwintering piping plovers, the effects on migr atory and nesting birds would not be significant. Sea turtles, primarily the loggerhead (Caretta caretta) and green (Chelonia mydas), are known to nest on Ocean Isle Beach. The overall period of nesting and incubation extends from May 1 through November 15. Conducting the proposed activities between November 16 and April 30 would minimize potential direct impacts (e.g., the burial of nests, pipelines blocking access to nest sites, etc.) to sea turtle nesting. However, concerns remain about longer-term, adverse impacts on the 'quality of sea turtle nesting habitat. The use of material with physical characteristics different from the native beach poses a risk of degrading the quality of nesting habitat. However, the use of sediment that matches that of the historic beach in sand grain size, density, shear resistance, color, heavy mineral content, and moisture content would minimize any adverse impacts on sea turtle reproduction. i The federally threatened seabeach amaranth (Amaranthus pumilus) occurs in the project area. The NCNHP database contains two occurrence records in the immediate vicinity of the proposed placement area This annual plant grows on barrier islands primarily in disturbed areas, such as overwash flats ion accreting spits. However, it can sometimes be found on middle portions of islands on upper strands of non-eroding beaches. Seabeach amaranth is a dune building pioneer species and is usually found high on the beach in front of the foredune. The applicant should value the presence of this species since it is an effective sand binder and may build dunes where it grows. The Service supports surveys for seabeach amaranth prior to disposal of the dredged material. While work during the winter months would not directly affect the plants, seeds from the previous summer could be buried. If plants are found in the designated disposal area, the Service should be contacted to determine whether an acceptable course of action for protecting this species can be established. The PN acknoNYledges that there may be threatened or endangered species or their critical habitat within the project area. The Corps will make a final determination on the effects of the proposed project after additional review and completion of any necessary biological assessment and/or consultation with the Service. A biological assessment or evaluation may be prepared to fulfill that requirement; and in determining whether additional consultation with the Service is necessary. Thel Corps' section 7 determination should address manatees, nesting by marine sea turtles, piping plover, and sea beach amaranth. With regard to sea turtle nesting, the determination should not only consider direct impacts, but also the longer-term, adverse impacts that could arise due to beach compaction, potential i i 8 problems in excavating a nest, physical conditions in the nest during incubation, and escarpment formation. The potential secondary impacts are related to the compatibility of the introduced material with the native beach. The fact that the applicant seeks to use the "best material available," while commendable, does not ensure that the constructed beach will continue to provide adequate sea turtle nesting habitat. Furthermore, the fact that the exact location of the material to be placed on the beach would apparently be selected after the start of the larger Corps inlet dredging project adds more uncertainty regarding the ultimate characteristics of the constructed b?ach. There do not seem to be any objective criteria for the material to be placed on the beach and even the use of the "best available material" could severely alter the physical characteristics of the beach. Service Recommendations At the present time the Service does not support the issuance of the DA permit for this project. Critical information regarding the nature of the material to be placed on the beach is not available. Such information is not only important for sea turtle nesting, but also affects the ability of beach macroinvertebrates to recolonize the area. Beach macroinvertebrates provide an important food resource for migratory shorebirds and nearshore fishes. The Service recommends that the applicant work with the Corps to designate a specific area that would be used, for the proposed 2,700 linear feet of beach construction. Once this area is designated, systematic sampling could be undertaken to establish the physical characteristics of the sediment. ?f sediment analysis has been undertaken in conjunction with the larger, Corps beach disposal effort to the west, such data could be used to designate the area set aside for the 2,700 linear feet of shoreline considered in this PN. These data would need to be compared to the historic characteristics of the native beach. While the Service supports the efforts of the Town to monitor the material being placed on the beach, additional details should be provided on this effort. Such information includes: (1) how the monitor would assess the quality of the material as the water-slurry mixture is placed on the beach; (2) the criteria for stopping the placement if incompatible material starts to arrive at the beach; and, (3)? procedures, if any, for replacing incompatible material with compatible material. The Service appreciates the opportunity to comment on this PN. If you have questions regarding these comments, please contact Howard Hall at 919-856-4520, ext. 27 or by e-mail at < howard_hall@fws.gov >. Please provide this office with a copy of the coordinated federal position, if one, is developed. inch y, j amen cal Services Supervisor 9 Literature Bush, D. M., O. H. Pilkey, Jr., and W. J. Neal. 1996. Living by the Rules of the Sea. Duke Unive? sity Press. Durham, North Carolina. 179 pp. Frankenberg, D. 1997. The Nature of North Carolina's Southern Coast: Barrier Islands, Coastal Waters, and Wetlands. The University of North Carolina Press. Chapel Hill. 250 pp. Goldberg, W. IM. 1985. Long term effects of beach restoration in Brevard County, Florida, a three year overview. Unpublished Report to Broward County Environmental Quality Contro l. Board and Erosion Preservation District. (As reported in Goldberg 1988). 1 Goldberg, W. M. 1988. Biological effects of beach restoration in South Florida: the good, the bad, and the ugly. In Tait, L.S. (ed). 1988. Beach preservation technology'88: problems and advancements in beach nourishment - proceedings. Florida Shore and Beach Preserv+ ation Association, Inc., Tallahassee, Florida. i Greene, K. 2002. Beach Nourishment: A Review of the Biological and Physical Impacts. Atlantic States Marine Fisheries Commission. Washington, DC. 69 pp. + Appendices. Leatherman, SIP. 2001 Social and economic costs of sea level rise. pp. 181-223. in Douglas, B. C., M. S. Kearney, and S. P. Leatherman (eds.). Sea Level Rise - History and consequences. Academic Press. San Diego, CA. 232 pp. National Marine Fisheries Service and U. S. Fish and Wildlife Service. 1991. Recovery plan for the U. S; population of Loggerhead turtle. National Marine Fisheries Service, Washington, DC. National Research Council. 1995. Beach Nourishment and Protection. National Academy Press. Washington, D.C. 334pp. i Peterson, C. H.i and N. M. Peterson. 1979. The ecology of intertidal flats of North Carolina: a community profile. U. S. Fish and Wildlife Service, Office of biological Services. FWS/0BS-79/39. 73pp. i Pilkey, O. H., W. J. Neal, S. R. Riggs, C. A. Webb, D. M. Bush, D. F. Pilkey, J. Bullock, and B. A. Cowan. 1998. The North Carolina Shore and Its Barrier Islands - Restless Ribbons of Sand. Duke University Press. Durham, North Carolina. 318 pp. T. M. Rice, and W. J. Neal. 2004. How to Read a North Carolina Beach - Bubble Holes, Barking Sand, and Rippled Runnels. The University of north Carolina Press. Chapel Mill, North Carolina. 162 pp. Reilly, F.J Jr., and V.J. Bellis. 1978. A study of the ecological impact of beach nourishment with dredged materials on the intertidal zone. East Carolina University Institute for C 1 d 10 oasta an Marne Resources, Technical Report No. 4., Greenville, North Carolina. 107 PP. and . 1983. The Ecological Impact of Beach Dredging with Dredged Materials on the Intertidal Zone at Bogue Banks, North Carolina: Miscellaneous Report No. 83-3. March, 1983. U! S. Army, Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, Va. 74 ?. Riggs, S. R. 19!94. Nonliving resources. pp. 13-19. in Hart, K. (ed.) Managing the Coastal Ocean for the 21th Century: North Carolina=s Role. A proceedings from a conference held May 20-21, 1993, University of North Carolina at Wilmington. N.C. Sea Grant Publication UNC-SG-94-02. 54 pp. Ruppert, E. E. and R. S. Fox. 1988. Seashore Animals of the Southeast. University of South Carolina Press. Columbia, South Carolina. 429pp. cc: Ronald Mikulak, US Environmental Protection Agency, Atlanta, GA Ron Sechler, National Marine Fisheries Service, Beaufort, NC Bennett Wynne!, NC Wildlife Resources Commission, Kinston, NC Jim Gregson, NC Division of Coastal Management, Wilmington, NC Doug Huggett,' NC Division of Coastal Management, Morehead City, NC Mike Street, NC Division of Marine Fisheries, Morehead City, NC John Dorney, NC Division of Water Quality, Raleigh, NC Ted Wilgis, NC Coastal Federation, Wilmington, NC r REPLY TO ATTENTION OF: Regulatory Di i si Action ID No.,201 DEPARTMENT OF THE ARMY WHLDMVGTON DISTRICT, CORPS OF ENGINEERS j P.O. BOX 1890 WILMINGTON. NORTH CAROLINA 28402-1890 March 24, 2005 60 R Pm 0 W Pm B MAR 2 8 2005 Town of Ocean Isle Beach DENR- WATER QUALITY Three West Third Street WETLANDS AND STORMWATER BRANCH Ocean Isle Beaich, North Carolina 28469 Dear Madam of Sir: Please reference your request for the Department of the Army (DA) authorization to dredge 135,000 cubic yards of sand from the Shallotte Inlet and deposit it on 27001inear feet of ocean beach adjacent to the inlet, on the west side of Ocean Isle Beach, Brunswick County, North Carolina. After review of your proposal, the United States Fish and Wildlife Services (by letter dated March 18, 2005); the National Marine Fisheries Service (by E-mail dated March 22, 2005); Dr. Orrin Pilkey anq James B. Duke (by letter dated February 11, 2005); and the North Carolina Coastal Federation (by letter dated February 22, 2005) have recommended revision of your application andIplans (copies of the letters are enclosed). These recommendations are due to anticipated adverse environmental impacts. The U.S. Army Corps of Engineers (Corps) also have concerns on how the proposed project will impact the Corps' project to the east. Please provide a response addressing this concern. Our administrative process provides you the opportunity to propose a resolution and/or rebut any and all?objections before a final decision is made. In this regard, I would appreciate being made aware of your intentions in writing. Also, on February 6, 1990, the DA and the U.S. Environmental Protection Agency signed a memorandum of agreement (MOA) establishing procedures to determine the type and level of mitigation necessary to comply with Clean Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding impacts to waters and wetlands through the selection of the least damaging, practical alternative; second, taking appropriate and practical steps to reduce impacts on waters and wetlands; and finally, compensation for remaining unavoidable impacts to the extent appropriate and practical. To enable us to process your application, in compliance with the MOA, we request that you provide the following additional information: I ` I i a. Permits for work within wetlands or other special aquatic sites are available only if the proposed wog k is the least environmentally damaging, practicable alternative. Please furnish information egarding any other alternatives, including upland alternatives (moving homes or structures), to the work for which you have applied and provide justification that your selected plan is the lei st damaging to water or wetland areas. b. It is necessary for you to have taken all appropriate and practicable steps to minimize wetland losses. Please! indicate all that you have done, especially regarding development and modification of plans and pro osed construction techniques, to minimize adverse impacts. c. The MOA requires that appropriate and practicable mitigation will be required for all unavoidable adverse impacts remaining after all appropriate and practicable minimization has been employed. Please indicate your plan to mitigate for the projected, unavoidable loss of waters or wetlands or provide information as to the absence of any such appropriate and practicable measures. The aforementioned, requested information is essential to the expeditious processing of your application and should be forwarded to us within two (2) weeks of your receipt of this letter. I I am responsible for processing your application and available to assist you in coordinating with the review agencies. If you have any questions you may call me at (910) 251-4930. Sincerely, i Enclosures Copy Furnished (with enclosures): Coastal Science & Engineering Post Office Box 1643 Morehead City, North Carolina 28557 Henry Wicker Project Manager Wilmington Regulatory Field Office 2 t Copies Fished (without enclosures): Ms. Becky Fox Wetlands Regulatory Section - Region IV U.S. Enviroimental Protection Agency Atlanta Federal Center 61 Forsyth Street Atlanta, Georgia 30303 North Carolina Coastal Federation University Corporate Center II Racine Drive Suite 101 Wilmington, North Carolina 28403 John Dorney Division of Water Quality North Carolina Department of Environmental and Natural Resources 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Mr. Pete Benjamin US Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Ron Sechler National Marine Fisheries Service, NOAA Pivers Island Beaufort, North Carolina 28516 3 ' o5-D42 University Corporate Center 11 131 Racine Dr., Suite 1011 Wilmington, North Carolina 28403 Phone: 910-790-3275 Fax: 910-790-3275 1 Web: w+rna.nccoast.oM February 22,! 2005 Henry Wicker U.S. Army Corps of Engineers - Wilmington District P. O. BOX 1890 Wilmington, North Carolina 28402-1890 Doug Huggett ! - Major Permits Coordinator FEB 2 4 2005 NC Division of Coastal Management Hestron Plaza 1115 I-B Hwy. 24 DENR - WA7 ER QUALlT Morehead City, NC 28557 WETLANDS AND sTURMWATER BRANCH Re: The Town` of Ocean Isle Beach application for a Department of the Arm y, (DA) permit to renourish 2,7Q0 linear feet of the beach just west of Shallotte Inlet in order to protect the existing homes and infrastructure at this location. i Dear Mr. Wicker and Mr. Huggett: 1 The North Carolina Coastal Federation (NCCF) has reviewed the US Army Corps of Engineers (USACE) Public Notice (PN) Action ID# 200500360 for the application by the Town of Ocean Isle Beach for a Department of the Army (DA) permit to dredge a portion of Shallotte Inlet and place the material on the beach to renourish 2,700 linear feet of the beach just west of Shallotte Inlet in order to protect the existing homes and k' infrastructure at this location. NCCF is submitting the following comments based upon a review of the CAMA Major Permit Application and the USACE PN for the project. NCCF represents approximately 8,000 members across coastal North Carolina and participates actively in all facets of regulatory and environmental protection activities affecting the state's coast. NCCF has a long history of environmental advocacy regarding the beachfront and estuaries of the Southeastern coastal area and other segments of the North Carolina coastline, and appreciates the opportunity to submit these comments. The proposed project, as outlined in the CAMA Major Permit Application and USACE PN, includes dredging approximately 135,000 cubic yards of sand from the mouth of the Shallotte Inlet and placing it on 2,700 linear feet f ocean beach. NCCF respectfully submits the following comments: • As stated in the project description, the Town of Ocean Isle Beach (Town) is seeking authorization to conduct the proposed project in conjunction with the USACE Ocean Isle periodic nourishment activity as previously authorized. This project was proposed to occur during the 2004-05 dredging period. However it has been postponed, possibly to the 2005-06 dredging window. It is unclear from I 1 . 2i22i05 i NCCF comments Town of Ocean Isle nour. proj. .y North. R.rolina Coastaderations the application materials if the Town's proposed project is still planned to occur in the 2004-05 dredging season or in the 2005-06 dredging season to coincide with USACE project. In either case a specific time frame indicating project initiation, implementation, and completion within the November 15 to March 31 dredging window must be contained in the permit application. • In addition while the Town's and the USACE project are separate projects they are linked together through direct and indirect effects on the area's resources. The borrow area and area of beachfront proposed for the beach disposal on Ocean Isle are affected by both projects. This will have a direct affect on the: o Rate and volume of flow through Shallotte Inlet potentially affecting the physical behavior of the inlet; O Intertidal shoals and subtidal habitats that are ecologically linked to one another, i.e. both projects affecting sub-tidal areas in close proximity; o'; Dredged material from both projects will used for beach disposal in the same area of ocean front on Ocean Isle Therefore it is strongly recommended that the review of the Town's proposed dredging and beach disposal project take into account the cumulative affects on the ecological communities within the project area from the Town's and the USACE projects occurring simultaneously and adjacent to one another. These projects are proposed to be linked and will have ramifications on each other and on the area's ecologically linked resources. • The project description contained in the application materials describe a transitional taper that is 1000 feet long and that will tie the main fill into the natural shoreline at the east end of the project. The application does not adequately describe nor justify the extension of the beach fill beyond the extent of existing structures and infrastructure and into the Inlet Hazard Area-Area of Environmental Concern (AEC). If the purpose of the project as stated is to protect threatened structures than it is recommended that the project be required to terminate at the easternmost extent of existing structures. The Inlet Hazard Area is not a recommended area for the placement of beach fill due to its unstable nature and the potential for accelerated loss of the material. In addition the Inlet Hazard Area contains critical and valuable supra-, inter- and sub-tidal habitats for a number of fish species and for foraging shorebird species. This habitat remains under increasing pressure due to the large number'of beach fill and inlet manipulation projects underway or proposed along North Carolina's southeastern coast. • The application states that the Town will monitor the material placed on the'beach on a daily basis to make sure the best material available is used. This proposed action is not adequate to ensure that only material compatible to the native beach will be placed on the ocean beachfront. All material placed on the beach must be required to meet the North Carolina standard for sediment criteria and beach compatibly. The application does not contain the required borrow site analysis, sample description, and sediment compatibility comparisons. In addition the exact scope, size and impacts on the proposed borrow area are not described. These are regulatory requirements that must be met for the proposed project to be adequately reviewed through the regulatory review process. i • As requirIed by Section of the Clean Water Act the project must be reviewed by the NC Division of Water Quality to determine if it meets the criteria of Water Quality Certification #GC372 - Disposal of Dredged Material on Ocean Beaches with North Carolina • The applicant states that the sand and water slurry will be confined on the beach to permit settlement 2/22/05 1 NCCF comments Town of Ocean Isle nour. proj. I - r ? i of sand and drainage of the water fraction back to the ocean. There is no description of how this will be done; and if a sand dike will be used. I As mentioned above, the cumulative impacts to the beach, in particular benthic species; mole crabs and coquina clams, from successive projects need to be considered when reviewing this permit application. While research indicates that ocean front disposal areas may be re-colonized by benthic species in several months to a year's time; if the same area is impacted in successive years, the potential for re-colonization declines greatly. Seasonal pre and post project monitoring of the disposal site should be required as a permit condition. Whether project specific and/or linked to the USACE project, monitoring, especially of benthic invertebrates should occur at the disposal site. This site is under significant pressure from beach disposal operations. I The applicant states and describes that the proposed project is exempt from the requirement to prepare an environmental assessment (EA) under the State Environmental Policy Act. However, it is - - - reco ended that an EA be required to be prepared and submitted due to the.--?---- __-- o 'Cumulative impacts associated with having two beach fill projects potentially occurring `simultaneously and occurring adjacent to one another on the same`beach front affecting the same ecological communities; o Proposed impacts to the Inlet Hazard Area AEC; o Potential affect on Shallotte Inlet; and o Need for adequate evaluation of potential for significant cumulative impacts resulting from the rd project NCCF contenipt:t the proposed project is not exempt to the requirements to prepare an EA under the SE, A due to the factors listed above, and that an EA must be required for the project. Thank you for your time and consideration of these recommendations. NCCF appreciates the opportunity to continue to participate in the discussion of this project. Please feel free to contact me at 910-790-3275 or coastkceper-cf a;nccoast.orc if you have any questions or need additional information. Sin ely ni ed Wilgis Cape Fear C /iepe rcc: Jim Gregson- NCDCM Ron Sechler - NMFS Howard Hall - USFWS David Rabon - USFWS Bennett Wynne ; NCWRC John Hennesey t NCDWQ Noelle Lutheran' NCDWQ Ronald Mikulak USEPA Todd Miller - NCCF 2/22/05 NCCF comments Town of Ocean Isle nour. proj. cSE ooS?o3?? CIOASTAL SCIENCE & ENGINEERING PLLC PO BOX 1643 MOREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 • EMAIL cse@coastalscience.com January 12, 2005 JAN 13 2UU5 Mr. Jim Greg?on G N. C. Division of Coastal Management' Wilmington Regional Office '?. 127 Cardinal Drive Extension (910) 395-3900 phone Wilmington, North Carolina 28405 (910) 395-3964 fax Re: Major CAMA Permit Application Ocean,Isle Beach, east End Beach Nourishment (2163) Brunswick County Dear Mr. Greon: i On behalf of The Town of Ocean Isle Beach, we respectfully submit the attached application documents for a Major CAMA Permit for the referenced project. Included with this submittal are application documents, drawings, Project Narrative and a check for $475.00. The work in this permit application includes placement of approximately 135,000 cubic yards of sand dredged from th I mouth of Shallotte Inlet adjacent to the site. The town proposes to take advantage of the fact that the U.S. Army Corps of Engineers will be placing some 300,000 cubic yards of sand on the beach of Ocean Isle west of this project as part periodic re- nourishment under the Brunswick County Beaches Project. That work is scheduled to take place starting in February of this year. Your attention to this matter at your earliest convenience is appreciated. We would be glad to meet with you or your staff to discuss this application. Please call me if you have any questions or need additional information. Sincerely, COASTAL SCIENCE & ENGINEERING, PLLC D JqN ?D 2 ?' D J. W. Forman, Jr.,' P.E. Senior Engineer Attachments CC: Daisy Ivey; Town Administrator Charles Jones, Division of Coastal Management, Morehead City Henry Wicker, U.S., Army Corps of Engineers, Wilmington District Mary Ellen;Simmons, Congressman Mike McIntyre's Office dFNR- 445 S? WA otgciry Major CAMA Permit Application Ocean Isle Beach East End Beach Nourishment January 7, 2004 propo?sl ed by: Town of Ocean Isle Beach Three West Third Steet Ocean Isle Beach, North Carolina 28469 prepared for: North Carolina Department of Environment & Natural Resources Division of Coastal Management 127 Cardinal Drive Extension Wilmington, North Carolina 28405 prepared by: COASTAL SCIENCE & ENGINEERING P. O. Box 1643 Morehead City, North Carolina 28557 OCEAN ISLE BEACH - EAST END BEACH NOURISHMENT MAJOR CAMA PERMIT APPLICATION Contents DCM MP - 1 Application DCM MP 2 Excavation and Fill I Narrative Description of Project Introduction Project Description Existing Conditions Stormwater Management Methods of Construction Project Schedule Compliance With Town of Ocean Isle Beach Zoning and CAMA Land Use Plan Compliance With the N. C. Environmental Policy Act Adjacent Property Owners Application Drawings Sheet 1 of 6 Vicinity Map Sheet 2 of 6 Project Area Sheet 3 of 6 Nourishment Plan Sheet 4 of 6 Typical Profiles Sheet 5 of 6 Typical Profiles Sheet 6 of 6 Typical Profiles Copies of Letters to Adjacent Property Owners Certified Mail Receipts i Form DCM-MP-1 APPLICATION 1. APPLICANT a. Landowner: Name: Town of Ocean Isle Beach Address: Three West Third Street City: Ocean Isle Beach State: NC Zip: 28469 Day Phone 910-579-2166 I Fax: 910-579-8804 b. Authorized Agent:; Name: J. W. Forman, Jr., P.E. Coastal Science & Engineering Address: P. O. Box', 1643 City: Morehead City State: NC Zip: 28557 Day Phone 252-222-0976 Fax: 252-222-0967 c. Project Name (if any) Ocean Isle Beach, Eas t End Beach Nourishment 2. LOCATION OF PROPOSED PROJECT I a. County: Brunswick b. City, town; community or landmark Town of Ocean Isle Beach c. Street address or secondary road number East end of S.R.1144 and 1888 d. Is proposed work within city limits or planning jurisdiction? X Yes No e. Name of body of water nearest project (e.g. river, creek, sound, bay) Atlantic Ocean and Shallotte Inlet to the east of project 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities). Dredging and placement on beach of approximately 135,000 cubic yards of beach quality sand b. Is the proposed activity maintenance of an existing project, new work or both? Both c. Will the project be for public, private or commercial use? Public use d. Give a brief description-of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional pages. Dredging by hydraulic dredge with material pumped to beach where it is dewatered in controlled dikes and shaped with conventional earth moving equipment. Form DCM-MP-1 4. LAND AND WATER CIIARACTERj§TICS f' a. Size of entire tract Beach fill area -19 AC +/- I i b. Size of individual' lot(s) N/A c. Approximate elevation of tract above MHW or NWL -10 to + 8 Meet NGVD d. Soil types(s) and texture(s) of tract medium to coarse sand on beach e. Vegetation on tract None f. Man-made features now on tract Existing sand bags at end of Charlotte and Shallotte Blvd., quarry stone and rubble on beach from collapsed structures g. What is CAMA Land Use Plan land classification of the site? Conservation Transitional X Developed Community Rural Other h. How is the tract zoned by local government? Residential i. Is the proposed project consistent with the applicable zoning? I X Yes_ No Has a professional archeological assessment been done for the tract? Yes X No If yes, by whom. k. Is the project located in a National Register Historic District or does it involve a National Register listed or eligible property? Yes . X No Are there wetlands on the site? Yes X No Coastal (marsh) No Other No If yes, has a delineation been conducted? N/A (attach documentation, if available) in. Describe existing! wastewater treatment facilities. All residential units are served by municipal sewer and treatment system operated by Town of Ocean Isle Beach: n. Describe the location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial /commercial effluent, "wash down", and residential discharges). Discharge of dred e slum beach and to ocean during dredging and filling operations o. Describe the existing drinking water supply source. Municipal system with well sources 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. If the applicant is not claiming to be owner of said property, then forward a copy. of the deed or other instrument under which the owner claims title, plus written permission from the owner to carry out the project. • An accurate dated work plat (including plan view and cross-sectional drawings) drawn to a scale in black ink' on an 81/2" by 11" white paper. (refer to Coastal Resources Commission Rule 710203 for a detailed description). Please note that original drawings are preferred and only high quality copies will be accepted. Blue line prints or other large plats are acceptable only if an adequate number of quality copies are provided by applicant. (Contact the U. S. Army Corps of Engineers regarding that agency's use of larer drawings). A site or location map is a pad- of plat requirements and must be sufficiently detailed to guide agency personnel unfamiliar with the area to the site. Include highway or secondary road (SR) numbers, landmarks, and the like. Form DCM-MP-1 • A Stormwater Certification, if one is necessary. • A list of names and complete addresses of the adjacent waterfront (riparian) landowners and the 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. Upon signing this form, the applicant further certifies that such notice has been provided. Name see list of property owners in Narrative Address Phone I Name Address Phone Name _ Address Phone A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. N/A • A signed AEC hazard notice for projects in oceanfront or inlet areas. • A check for $250 made payable to the Department of Environment, Health and Natural Resources TEHNR) to cover the costs of processing the application. • A Statement of compliance with the N. C. Environmental Policy Act (N.C.G.S. 113A-1 to 10). If the project involves the expenditures of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND I understand that any permit issued in response to this application will, allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. 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. This is the 11 day of January , 20 05 Print Name -Debbie Smith Mayor ' Signature Landowner or Authorized Agent Please indicate attachments pertaining to your proposed project. X DCM MP-2 Excavation and Fill Information ~DCM MP-3 Upland Development DCM MP-4 Structures Information DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE. Please sign and date each attachment in the space provided at the bottom of each form. it Form DCM-MP-2 EXCAVATION AND FILL (Except bridges an culverts) Attach this form to the 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. Describe below the purpose of proposed excavation or fill activities. All values to be given in feet. Average Final Existing Project Lenoth 11 Width npnth Tlonth Access Channel (MLW) ot 0 Canal Boat Basin Boat Ramp Rock Groin Rock Breakwater Other (Excluding shoreline Stabilization) 600 ft 5,200 ft 350 ft loft 15 ft 250 ft N/A I N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A I ?' ` N/A N/A N/A I N/A i N/A N/A 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic yards. 135,000 cubic yards b. Type of material to be excavated clean medium to coarse sand c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAV's) or other wetlands? _ Yes X No d. Highground excavation in cubic yards none 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area Ocean beach of Ocean Isle, west of Shallotte Inlet channel b. Dimensions of disposal area Beach fill area approx 2,700 feet long, 130 to 150 ft wide berm at el. +7 total fill approx 400 feet wide at placement see sheets 4, 5 & 6 c. Do you claim title to disposal area? _Yes X No If no, attach a letter granting permission from the owner. Disposal area is public beach d. Will disposal area be available for future maintenance X Yes No If yes, where? Same location if fill is required it z Form DCM-MP-2' i e. Does the disposal area include any coastal wetlands (marsh), SAV's! or other wetlands? Yes XI`sNo f. Does the disp Isal area include any area in the water? Y X No 3. SHORELINE STABILIZATION NIA a. Type of shoreline stabilization Bulkhead Riprap b. Length i c. Average Distance waterward of MHW or NWL I d. Maximum distance waterward of MHW or NWL I e. Shoreline erosion 'during proceeding 12 months (Source 0f1nfo1mati0n) f. Type of bulkhead ? r riprap material g. Amount of fill in cubic yards to be placed below water level i (1) Riprap i (2) Bulkhead backfill h. Type of fill material I i. Source of Fill material i 4. OTHER FILL ACTIVITIES (Excluding Shoreli ne Stabilization) 1' a. Will fill material bebrought to the site? If yes, (1) Amount of material to be placed in the water None. portion of fill laced to mean low tide el. (2) Dimension of the fill area approx 2.700 feet long. 130 to 150 ft wide berm at el. +7 . total fill approx 400 feet wide at placement, see sheets 4 5&6 (3) Purpose of fill Beach Nourishment b. Will material be placed in coastal wetlands (marsh), SAV's or other wetlands? Yes X No If yes, (1) Dimensions of fill area (2) Purpose of fill 5. GENERAL a. How will excavated material be kept on site and erosion controlled? Material pumped to beach will be controlled with temporary dikes to facilitate settlement and retention of sand on beach b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Hydraulic dredge for dredging and conventional earth moving equipment for shaping the fill on the beach c. Will wetlands be crossed in transporting equipment to project site? Yes X No If yes, explain steps that will be taken to lessen environmental impacts. Ocean Isle Beach. East End Beach Nourishment Applic t//or'' Project Name r. /tom Signs re Date ADJACENT RIPARIAN PROPERTY OWNERS Steven Miller Leslie B Miller 206 Quaker Road Mooresville NC 28117 704-948-0156 Cynthia Knisely PO Box 66q Dover OH 44622 910-575-3051 1' Tommy Baldwin Jo Baldwin 697 Dobbins Road Ellenboro NC 28040 828-453-7558 Dee Wilke, son 1576 Union Road Rutherfordton NC 28139 828-287-0059 Lowel A. Freelander Diane Freelander 484 E. Third St Ocean Isle Beach NC 28469 910-280-0018 Ocean Isle Enterprises 2 Causeway Drive Ocean Isle Beach NC 28469 910-579-6222 Christopher McKenzie Allysa McKenzie 470 E. Third Street Ocean Isle Beach NC 28469 910-575-0892 Thomas S. Blevins 478 East Third Street Ocean Isle Beach NC 28469 none listed John McClenon 712 Riverside Drive Lynchburg VA 24503 none listed Richard Jennings ' PO Box 130911 Greensboro NC 27415 none listed Ocean Isle Beach- East End Beach Nourishment Page 4 of 5 Major CAMA Permit Application - Narrative January 7, 2005 LTC John R:' Dye Jacqueline Dye 4915 Lakeshore Drive Killeen, TX 76543 none listed Odell Williamson 2 Causeway drive Ocean Isle Beach, NC 76543 'I I? Ocean Isle Beach 'East End Beach Nourishment . Major CAMA Permit Application - Narrative January 7, 2005 Page 5 of 5 OCEAN ISLE BEACH EAST END BEACH NOURISHMENT BRUNSWICK COUNTY, NORTH CAROLINA NARRATIVE DESCRIPTION OF PROJECT INTRODUCTION The Town of Ocean Isle Beach proposes to place approximately 135,000 cubic yards of beach quality sand dredged from Shallotte Inlet on some 2,700 linear feet of beach just west of Shallotte Inl it. The Town of Ocean Isle Beach is located along the Atlantic Ocean coast of Brunswick County, North Carolina between Shallotte Inlet and Tubs Inlet just north of the South Carolina border. Ocean Isle Beach can be accessed by driving south from Wilmington, North Carolina on U. S. Highway 17 past the Town of Shallotte to State Road 1184 and following S. R. 1184 south ai ross the Atlantic Intracoastal Waterway (AIWW) to the island Town. The project site is located at the east end of the island along the ocean shoreline just west of the mouth of Shallotte Inlet (see sheet 1 of 6). PROJECT DESCRIPTION The Ocean Isle Beach project is an extension of a periodic re-nourishment being undertaken by the U. S. Army Corps of Engineers (USACE), Wilmington District, as part of the Brunswick County Beaches project. The beach fill will cover approximately 19 acres of shoreline with sand placed on the beach above the low tide line. The main fill portion of the project will contain approximately 50 c.y. per linear feet of beach (95,000 c.y. total) and will include a flat berm at elevation +7.0 (NGVD) initially placed 130 to 150 feet wide (see sheets 4 and 5 of 6) and extending seaward to elevation -5.0 (NGVD) on a 1:20 slope. A transitional taper section 700 feet long will tie= the main fill to the USACE taper at the west. Similarly, a taper 1000 feet long will tie the main fill into the natural shoreline at the east end of the project (see sheet 3 of 6): Each taper will contain approximately 20,000 cubic yards of sand. Ocean Isle Beach- East End Beach Nourishment Page 1 of 5 Major CAMA Permit Application - Narrative January 7, 2005 i The USACE project includes placement of approximately 384,000 cubic yards of beach quality sand dredged from the designated borrow area in Shallotte Inlet. The project is scheduled to begin in February 2005 and is projected to require approximately four weeks to complete. The Town proposes to gain a significant economic advantage by contracting with the dredging contractor for the USACE project to complete the Town's project before demobilizing equipment from the site. The beach fill material will be dredged from a borrow area in Shallotte Inlet (see sheet 2 of 6) that has been identified by the Corps of Engineers for the ongoing and future re-nourishment projects on Ocean Isle Beach. The Town will monitor the material placed on the beach on a daily basis to make sure that the best material available is used. Experience gained by the dredging contractor on the USACE project will help place the dredge in areas of the borrow area containing the best beach quality material. EXISTING CONDITIONS The shoreline ? proposed for nourishment has experienced above average', erosion resulting in damage and condemnation of several oceanfront properties along 2"d and 3rd Streets (see sheet 2 of 6). At several eral locations, the surf extends beneath existing structures during extreme high tide conditions. Sand bags have been paced at the ends of Shallotte Blvd and Charlotte Street to protect streets and utility infrastructure from damage. w STORMWATER MANAGEMENT No upland improvements, pavements, walkways or other impervious surfaces will be constructed as part of the project. No stormwater management or additional stormwater measures will be required for this project. A letter will be sent to the Division of Water Quality in Wilmington describing the scope of the project. I . r Ocean Isle Beach' East End Beach Nourishment Page 2 of 5 Major CAMA Permit Application - Narrative January 7, 2005 ; i METHOD$OF CONSTRUCTION Dredging will be done by conventional hydraulic dredge with a temporary pipeline placed on the ocean bottom up to the beach. The sand and water slung will be confined on the beach to permit settlement of sand and drainage of the water fraction back to the ocean. The settled sand will b? `shaped on the beach using conventional earth moving equipment. The dredging and fill operations will be on a 7 day per week basis and will only be shut down in order to relocate they dredge in the borrow area, for weather conditions too extreme for the dredging operations, or for maintenance and repair of pipelines or equipment. PROJECT SCHEDULE i The objective of the Town is to complete the project before the end of the moratorium period, April 1, 2005: It is anticipated, that once work begins, approximately four days will be required to complete the a dredging and placement portion of the project. The contractor will require an additional week to remove equipment and pipelines from the jobsite. COMPLIANCE WITH TOWN OF OCEAN ISLE BEACH ZONING AND CAMA LAND USE PLAN The property is within the planning jurisdiction of the Town of Ocean Isle Beach. The site is classified "Developed" by the Town's CAMA Land Use Plan. s i COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT The beach nourishment work proposed will be financed with public funds but consist of less than 200,000 cubic yards of total fill with fill dimensions 50 cubic yards per linear feet or less. I The project is classified as a small nourishment project by the N. C. Division of Coastal Management and does not require review under the State Environmental Policy Act (SEPA). I' Ocean Isle Beach - East End Beach Nourishment Page 3 of 5 Major CAMA Permit Application - Narrative January 7, 2005 ,Inca 11.:1 / t F Y' 1155 _ 1154 1 ;_•-T[if? 0(4?? f'Y f F? ? - 1155 904 tt e _ :.._ :. vs ? Y??" [:? _ _ rsfalarrl 1158 1 \I r - 1232 1 1213 na: - E 1? 1247 Isle BCRCtI •. 1151 - ,??, ? - 81C3'tlc"2C:W `.:. Seaside - r 504 -rte Pro'ect Area mi: .- Y So14 Island E was lsrand. ; W 1 -.'"? ` c 0 '/. Y. '/. 1 1'/, UIKtC:I TUNS t-rom HVVY 17: I ake Hwy. 17. Turn south onto NC Hwy. 904. Follow Hwy 904 south to Town of Oceaha lsle Beach. Turn northeast onto East 1st Street and followto the street end. Project starts from Charlotte St. and extends northeast (2,700 ft) ending at Shallotte Inlet. Project Name: Prepared For. Ocean Isle Beach Town of Ocean Isle Beach VICINITY MAP East End Nourishment Plan 29 December 2004 Sheet 1 of 6 t: 2,1 U1,000 ; \2190,100 E: \ r, 1. .. .,, .. sr' -_ J Y? 1 J Holden B ch ea yy __ ? ,, a A I C - ", \ I V, Marsh Marsh cp co -.j `• ? i `,`? 1`,10• ?' ``?, Marsh Iowa Ocean Isle Beach E. 3rd SALE L SHALLOTTE INLET .a .i¦ . --,`' I 1? ;' f -, i BORROW AREA E 1st • ''? pROdEC? AREA -------------- i ------------ 2,700 linear feet (50 GYM) 135, -'1,? -- 000 Y No p c o USACE Project _ o ° o - --- o 0 0o m A t l a-11 -' o + o 0 o m •20 -------------------------------------------N-- 0 0 0 500 0 500 1,000 N: 52,000 ° E: 2,180,000 ? N: 52,000 GRAPHIC SCALE (feet) E: 2,190,100 Project Name: Prepared For. Datum: SPCSNAD 183 Ocean Isle Beach O CEA4?4 Town of Ocean Isle Beach PROJECT AREA ?ISLE East End Nourishment Plan EACH 29 December 2004 Sheet 2 of 6 .100 qN: 55 N 55,100 .:.. ..... ...... E: 2,182,500 w E: 2,185,100 R'et Beach 4J co _ .. C1 `. ® 01! .®la®® Ocean Isle Beach ® ®®'?®®®;a ?® ®® _ _ •_ ? . USAGE BL E. 3rd ® ®® _ _ . _ I 1 F- ns ®® ?1 I 1 I- ® ® ® ®® ® - E. 2nd ? :• :.:??:.:? ?:::? . ? ;.,`• , . I I II 10.. %mass 0 c 1?:k ?tilk?X I I C 1 t I` >> \ 1 y\1 Yx I I I 1 t L 1 I I I .` 1 er li PROJECS AREA Tap - CEprglect I?' \ 1 I ' SSA ontra?) I -- i 1inear feet II 135'000 Cy (50 cyllfl 20000 w 1 II i I (20 cylft) I I rl I I 95,000 cy 1,000 ft 1 j I _ _ IiI ? 0 I (95 /ft` 20,00 cy i ' 00 ft I a (28.6 cylft) 700 ft o S m N N: 53,000 , , 200 0 200 400 E: 2,182,500 0 GRAPHIC SCALE (feet) Project Name: Prepared For. Datum: SPCSNAD 183 Ocean Isle Beach " Town of Ocean Isle Beach NOURISHMENT PLAN OCEAi1?4?ISLE 29 December 2004 East End Nourishment Plan ?? ? '6H:*' - cH Sheet 3 of 6 20 Ocean Isle Station 15+00 Dec-04 15 .......... =......... ........................... - - - USACE Fill (Transition) - OIB Supplement Fill - Transition 10 ...- -•--- •--.... ... - . --•-•- -------- ------- ------- -------- Q > I BC-Benn Crest - U ' 5 ............... ......_{?. .. ... .. ... ..:.. .... .. USACE Fill (Transition) = 75 cy/ft Z Supplemental Fill Vol = •-15 cy/ft Berm @ +7 ft NGVD (BC@ 289 ft BQ 0 --- Construction Slope 1 on 18 O -5 •-•-•- •---... .. ---=--; .. ..... ....... ..... ....... ........ a? uJ 10 ....... t--.... -y• ------ -_...•- ------- -- ----- -------- ...---- -------- -15 ProfkSurvey8Dec2004byCoastal Science BEngineerbig .....:--•---•• .............•_...........,_, USACE FIX Volume Based on Beach Renourishment Project Plan - lFB No. M 12PM-04-B-0017 (WBmington Dfstrict - 12 Nov 2004) -20 01 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) Ocean Isle Station 10+00 20 Dec-04 15 .......... ......... :......... ......... <.......... ........ - - ) - USACE Fill (Transition) - - OIB Supplement Fill 10 - ----•- .......... ............... ....__ .....- -------------------- 5 Supplemental Fill Vol = --80.0 cy/ft Z USACE Fill (Transition) 5.5 cy/ft • Berm @ +7 ft NGVD (BC@ 195 ft BQ 0 •-------_---- - --- Construction Slope @ - 1 on 20 -=-- O ------ ----•-. -----.- ? ------ ------ --••-- ------ ......... d w -10 ---------------------- ------. ....... .---... ----. ...... ------- ---- -- -1 5 ..................... ....... ................................ ...................... ....... ........ ProfXe Survey 6 Dec 2004 by Coastal Science & Engineering -20 0 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) Project Name: Prepared For: Ocean Isle Beach Town of Ocean Isle Beach East End Nourishment Plan TYPICAL PROFILES 29 December 2004 Sheet 4 of 6 Ocean Isle Station 15+00 20 ?- Dec-04 15 ; ------------------=---------'-•------- -------- USACE Fill (Transition) OIB Supplement Fill - Transition 0 .......... --- ............... .. •---- ------- -•---.. ... .....-- •---- BC=Berm Crest • - 0 5 •-•____.... --------- __ __•,__,__•___ A US CE Fill (Transition) _ 75 cy/ft Z •. `? Supplemental Fill Vol = -15 cy/ t Berm @ +7 ft NGVD (BCa@ 289 ft BQ T -- Construction Slope 1 on 18 O LU -10 .....:....... .+---------=----.---- -----• ------- - ` -- -15 piofik Survey 6 Dec 2004 by Coastal Science s Engineering usa ce Fx v 1 s d ..... .......... ......... ......... .......... se i o ume a on Bea-, Renourtshmenl r tujwl Plan - lFB No. M 12PM-04-B-0017 (W#Minglon D"-xt -12 Nov 2004) 20 0 1 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) 20 15 10 O C7 5 Z v 0 O -5 Q w -10 -15 20 Ocean Isle Station 10+00 ( Dec-04 -_?- .. --------- -------------------------------- -------- - - -USACE Fill (Transition) OIB Supplement Fill ---------------•--•- - - - ` .................... . - ...--............. ........ -- _ Supplemental F1'11 Vol -80.0 cYfft _ __ __ - USACE Fill (Transition) _ 5.5 cy/ft - - ` Berm @ +7 ft NGVD (BC a@ 195 ft BQ ....... ... - --••-. Construction Slope @ 1 on 20 i--••• •-- f - - - - --------- ------ ------ ------ ------ ------ ...._...{........_?. y....._.............. ________•?•• ..... ......... ?......... ?--------- - - ---- = -- - -=- ---- =......... ---------- I;-------------------•••-•• --•--• Prafilg Survey 6 Dec 2004 by Coastal Science $ Engineering iii a....i .............................?.....................'------ 0 j 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) Project Name: Ocean IsleBeach East End Nourishment Plan Prepared For. Town of Ocean Isle Beach TYPICAL PROFILES 29 December 2004 Sheet 5 of 6 1 I1 Ocean Isle Station -5+00 (East)' 20 Dec-04 15 ......... ------- .......... .....- ----....r...... ------ OIB Supplement Fill C 10 .................. ---•--- ----- ------- ------- -•----. •--- ..----- ......... 5 ......... *......... _. N.- Supplemental Fill Vol - -20.0 cytft . z Berm @ +7 ft NGVD (BC@ -370 ft BL) Ell Construction Slope @ 1 on 20 O 0 ................... .1..?. .... ....... .5 ......?......... y...-.... ...... ` .._ .t.. W 40 ................. .......... ...... .................... ....... ._. ....... --------- -15 i --- -- ------- - ---------- -------- .. --------- ---------*-------- - -......i.......- ---•-. Profile Survey 6 Dec 2004 by Coastal Science & Engineering 20 . ' .i. .i. .i. ; i i i l i -600 -500 -400 -300 -200 -100 0 100 200 300 400 Distance From USACE Baseline (ft) 20 15 10 C7 5 z c 0 W 40 -15 Ocean Isle Station 10+00 East 20 -800 i 04 .! .............r.._.... ___..... _...... De ....._..?.......?........r._... C- .. I Ocean Isle Beach ._,._..? ....................... Supplement Nourishment • --=•--- -- =-- Project Limit - East End .i._ ...... ---- ------t-------y--------t....... y......._r.......y. _..._ •___.. ?..__•_ End Nourishment Taper I Profile Survey 6 Dec 2004 by Coastal Science & Engineering 700 -600 -500 -400 -300 -200 -100 0 100' 200 300 400 Distance From USACE Baseline (ft) iProject Name: Prepared For: Ocean Isle Beach Town of Ocean Isle Beach TYPICAL PROFILES East End Nourishment Plan 29 December 2004 Sheet 6 of 6 1 i i V V V C O A S T A L S C I E N C E E N G IN E E R I N G P L L C PO BOX 1643 MOREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 EMAIL cse@coostaiscience.com sI January 12, 405 LTC John R, and Jacqueline Dye 4915 Lakeshore Drive Killeen, TX 76543 Re: Ocean jIsle Beach, East End Beach Nourishment Brun `wick County To Whom It May Concern: In accordance with the requirements of the Division of Coastal Management CAMA Major Permit Application, aIcopy of the permit application and supporting documentation for the referenced project is provided for your information. If you have qul stions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Science; and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Mana gement, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. Thank-you for your assistance on this matter. Sincerely, COASTAL SCII NCE & ENGINEERING, PLLC 4P. W. Form Senior Engineer Enclosures cc: Daisy Ivey, Town Administrator Division i f Coastal Management, Wilmington Regional Office CSE C O A S T A L S C I E N C E & E N G I N E E R I N G P L L C PO BOX 164 j MOREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 • EMAIL cse@coostolscience.com January 12, 2005 Richard Jennings P.O. Box 13891 Greensboro, NC 27415 Re: Ocean Isle Beach, East End Beach Nourishment Bruns wick County To Whom It May Concern: In accordanceI ith the requirements of the Division of Coastal Management CAMA Major Permit Application, alcopy of the permit application and supporting documentation for the referenced project is provided for your information. i If you have questions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Sciencil and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. Thank-you for your assistance on this matter. i Sincerely, COASTAL SCIENCE & ENGINEERING, PLLC I Forman, Jr., P.E. Senior Engineer Enclosures cc: Daisy Ivey, Town Administrator Division ?of Coastal Management, Wilmington Regional Office i CSE C O A S T A L S C I PO BOX. 1643 MOREHEAD CITY NC 28557 • TEL G January 12, 2005 I' John McClenon 712 Riverside Drive Lynchburg, VA 24503 Re: Oce I Isle Beach East End Beach Nourishment BruOwick County To Whom It May Concern: R I N G P L L C cse@coostolscience.com In accordance with the requirements of the Division of Coastal Management CAMA Major Permit Application, a copy of the permit application and supporting documentation for the referenced project is provided for your information. i. If you have q Iestions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Science and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. Thank-you for your assistance on this matter. Sincerely, COASTAL SCIENCE & ENGINEERING, PLLC E Forman, Jr., P.E. Senior Engineer Enclosures cc: Daisy Ivey, Town Administrator Division of Coastal Management, Wilmington Regional Office I E N C E & ENGIN'EE 252-222-0976 • FAX 252-222-0967 • EMAIL CSE C O A S T A L SCIENCE & E N G I N PO BOX 1643; MOREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 i e January 12,2005 Thomas S. Blevins 478 E. Third!Street Ocean Isle BI `ach, NC 28469 Re: Ocean, Isle Beach, East End Beach Nourishment Brunswick County To Whom It May Concern: E E R I N G P L L C EMAIL cse@coostolscience.com In accordance with the requirements of the Division of Coastal Management CAMA Major Permit Application, a copy of the permit application and supporting documentation for,the referenced project is provided for your information. If you have questions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Science and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. Thank-you forIyour assistance on this matter. Sincerely, COASTAL SCIENCE & ENGINEERING, PLLC W. Forman, Jr., P. E. Senior Engineer Enclosures cc: Daisy Ivey, Town Administrator Division of Coastal Management, Wilmington Regional Office CSE 1' C O A S T A L S C I E N C E & E N G I N E E R I N G P L L C PO BOX 1643 MOREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 • EMAIL cse@coostalscience.com i January 12, 2005 Christopher and Allysa McKenzie 470 E. Third Street Ocean Isle Beach, NC 28469 I, Re: Ocean Isle Beach, East End Beach Nourishment Brunswick County To Whom It MI y Concern: In accordance with the requirements of the Division of Coastal Management CAMA Major Permit Application, a copy of the permit application and supporting documentation for the referenced project is provided for your information. If you have quel tions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Scienco and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. Thank-you for your assistance on this matter. Sincerely, i COASTAL SCIENCE & ENGINEERING, PLLC i? Forman, JrP.E. Senior Engineer 1 i Enclosures cc: Daisy Ivey, Town Administrator Division of Coastal Management, Wilmington Regional Office i l CSE OASTAL SCIENCE & ENGIN El ERING P L L C PO BOX 1648! OREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 • EMAIL cse@coostoisdence.com January 12, 2005 Ocean Isle En I terprises 2 Causeway Drive Ocean Isle Beach, NC 28469 I, Re: Ocean Isle Beach, East End Beach Nourishment Brunswick County I To Whom It M:th Concern: In accordance the requirements of the Division of Coastal Management CAMA Major Permit Application, a copy of the permit application and supporting documentation for the referenced project is provided for your information. If you have questions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Science and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Management, 127 Cardinal Drive Ext., I Thank-you for your assistance on this matter. I Sincerely, COASTAL SCIENCE & ENGINEERING, PLLC I.. J. W. Forman, JL, P.E. Senior Engineer' Enclosures cc: Daisy Ivey, Town Administrator Wilmington, NC 28405-3845. ! Divisionr Coastal Management, Wilmington Regional Office f I i CSE COASTAL SCIENCE & PO BOX 1643 !MOREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX January 12, 2095 Lowel A. and Diane Freelander 484 E. Third St Ocean Isle Beach, NC 28469 Re: Ocean iIsle Beach, East End Beach Nourishment Brunswick County To Whom It May Concern: ENGINEERING P L L C 252-222-0967 • EMAIL cse@coostolscience.com In accordance with the requirements of the Division of Coastal Management CAMA Major Permit Application, a copy of the permit application and supporting documentation for the referenced project is provided for your information. If you have qu I tions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Science and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. Thank-you for your assistance on this matter. I Sincerely, COASTAL SCIENCE & ENGINEERING, PLLC i i Forman, Jr., P.E. 72 Senior Engineer Enclosures cc: Daisy Ivey, Town Administrator Division of Coastal Management, Wilmington Regional Office CSE C O A S T A L SCIENCE & E N G I N E E R I N G P L L C PO BOX 1643 MOREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 • EMAIL cse@coostolscience.com I January 12, 201 is Dee Wilkerson 1576 Union Road Rutherfordtoni NC 28139 Re: Ocean! Isle Beach, East End Beach Nourishment Brunswick County To Whom It May Concern: In accordance Yvith the requirements of the Division of Coastal Management CAMA Major Permit Application, a copy of the permit application and supporting documentation for the referenced project is provided for your information. If you have qu estions concerning the proposed project, lease p contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Science and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Man agement, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. Thank-you for lour assistance on this matter. Sincerely, COASTAL SCIENCE & ENGINEERING, PLLC i W. Forman, Jr., P.E. Senior Engineer i Enclosures cc: Daisy Ivey, Town Administrator Division Iof Coastal Management, Wilmington Regional Office i CSE COASTAL SCIENCE & ENGINEERING P L L C PO BOX 1643 OREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 • EMAIL cse@coostolscience.com January 12, 2005 Tommy and Jo Baldwin 697 Dobbins Road Ellenboro, NC 2,8040 Re: Ocean Isle Beach, East End Beach Nourishment Brunswick County To Whom It Ma Concern: In accordance with the requirements of the Division of Coastal Management CAMA Major Permit Application, a copy of the permit application and supporting documentation for the referenced project is provided for your information. If you have questions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Science and Engineering in Morehead City at (252)-222-0976. 1 Please be advised; that, if you have comments concerning the project, they must be, submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. Thank-you for your assistance on this matter. Sincerely, COASTAL SCIENCE & ENGINEERING, PLLC Forman, Jr.; P. E. Senior Engineer Enclosures cc: Daisy Ivey, Town Administrator Division of Coastal Management, Wilmington Regional Office C ! I A?CCCC I C O A 5 T A L 5 C I E N C E E N G-1 N E E R I N G P L L C PO BOX 1643 MOREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 • EMAIL cse@coostolscience.com January 12, 2005 Cynthia Knisely P.O. Box 660 Dover, OH 44622 Re: Ocean Isle Beach, East End Beach Nourishment Brunsw ck County To Whom It May Concern: I In accordance with the requirements of the Division of Coastal Management CAMA Major Permit Application, a copy of the permit application and supporting documentation for the referenced project is provided for your information. If you have questions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Science and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. 1 Thank-you for your assistance on this matter. Sincerely, : I COASTAL SCIENCE & ENGINEERING, PLLC 1 W. Forman, Jr.; P.E. Senior Engineer Enclosures cc: Daisy Ivey, Town Administrator Division of Coastal Management, Wilmington Regional Office I r\ CASE COASTAL SCIENCE & ENGINEERING P L L C PO BOX 1643 MOREHEAD CITY NC 28557 • TEL 252-222-0976 • FAX 252-222-0967 • EMAIL cse@coostalscience.com January 12, 2005 Steven and Leslie Miller 206 Quaker Road i Mooresville, NCI 28117 Re: Ocean Isle Beach, East End Beach Nourishment Brunswick County To Whom It May Concern: In accordance with the requirements of the Division of Coastal Management CAMA Major Permit Application, a copy of the permit application and supporting documentation for the referenced project is provided for your information. If you have questions concerning the proposed project, please contact Mr. J.W. (Bill) Forman,Jr., P.E. of Coastal Science and Engineering in Morehead City at (252)-222-0976. Please be advised that, if you have comments concerning the project, they must be submitted to the Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. 1 Thank-you for your assistance on this matter. Sincerely, COASTAL SCIENCE & ENGINEERING, PLLC i I I . W. Forman, Jr., P.E. Senior Engineer Enclosures cc: Daisy Ivey; Town Administrator Division of Coastal Management, Wilmington Regional Office U.S. Postal Service U.S. Postal Service Postal CERTIFIED MAIL RECEIPT CERTIFIED MAIL RECEIPT U.S. (Domestic only; No urance insurance MAIL RECEIPT coverage Provided) (Domestic Only; No coverage Provided) ins CERTIFIED ul DCRNAStE- EACNaNC 8464 - - KItEEt?T - '? - g ---- to X-b5,1- ,? ---- - 06N6 LEEAC11C 844 Postage $ $1.06 ru Postage $ $1.06 Cc S2.30- 0689 0689 ru Postage $ $1.06 Certified Fee r-q Certifled Fee 02 co $1.30 0689 $1.75 02 ? 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I G Z Q j 3?°i M1 ??ry state, Z, a cl 3800, January 2001 it . p i fl 1 k L! j, i US Army Corps PUBLIC NOTICE Of Engineers Wilmington District i 1 f Issue Date: January 24, 2005 Comment Deadline: February 22, 2005 Corps Action ID #: 200500360 All interested part ies are hereby advised that the Wilmington District, Corps of Engineers (Corps) has received an application for work within jurisdictional waters of the United States. Specific plans and location information are described below and shown on the; attached plans. This Public Notice'and all attached plans are also available on the Wilmington District Web Site at www.saw.usace.army.mil/wetlands Applicant: Town of Ocean Isle Beach p g V !5 Three West Third Street L5 v D Ocean Isle Beach, North Carolina 28469 JAN 2 7 2005 AGENT: Coastal Science & Engineering DENR- WATER QUAuTY Post Office Box 1643 WEMODS ANDSTORMWATERBMNCH Morehead City, North Carolina 28557 Authority The Corps will evaluate this application and decide whether to issue, conditionally issue, or deny the proposed work pursuant to applicable procedures of Section 404 of the Clean Water Act and Section 10 of the Rivers and Harbors Act of 1899. Location The project site is located on the east end of Ocean Isle Beach and just west of the mouth of Shallotte Inlet, adjacent to the Atlantic Ocean, Brunswick County, North Carolina. Latitude 33- 53-52 and Longituide 78-23-27. I Existing Site Conditions The shoreline proposed for nourishment has experience above average erosion'resulting in damage and condemnation of several oceanfront properties along 2`d and Yd Streets, in Ocean Isle Beach. At several locations, the surf extends beneath existing structures during extreme high tide conditions. Sand bags have been placed at the ends of Shallotte Boulevard and Charlotte Street to protect streets and utility infrastructure from damage. Applicant's Stated Purpose The Town of Ocean Isle Beach purpose for the proposed project is to renourish 2,700 linear feet of the beach just west of Shallotte Inlet in order to protect the existing homes and infrastructure at this location. The Town of Ocean Isle Beach also wants to have this project done congruently with the Corps periodic beach renourishment project immediately to the west to save on set up cost. Project Description The Ocean Isle Beach project is an extension of a periodic beach renourishment activity being undertaken by the U.S. Army Corps of Engineers (USACE), Wilmington District, as part of the Brunswick County Beaches project. The Ocean Isle Beach fill will cover approximately 19 acres of shoreline with sand placed on the beach above the low tide line. The main fill portion of the project will contain approximately 50 cubic yards per linear feet of beach (95,000 cubic yards total) and will include a flat berm at elevation +7.0 (NGVD) initially placed 130 to 150 feet wide and extended seaward to elevation -5.0 (NGVD) on a 1:20 slope. A transitional taper 1000 feet long will tie the main fill into the natural shoreline at the east end of the project. Each taper will contain approximately 20,000 cubic yards of sand. The USACE project includes placement of approximately 384,000 cubic yards of beach quality sand dredged from the designated borrow area Shallotte Inlet. The project is scheduled to begin in February 2005 and is projected to require four weeks to complete. The Town of Ocean Isle Beach proposes to gain a significant economic advantage by contracting with the dredging contractor for the USACE project to complete the Town's project before demobilizing equipment from the site. The beach fill material will be dredged from a borrow area in Shallotte Inlet which has been identified by the USACE for the ongoing and future renourishment projects on Ocean Isle Beach. The Town will monitor the material placed on the beach on a daily basis to make sure that the best material available will be used. See attachment for more information and plans. Other Required Authorizations This notice and all applicable application materials are being forwarded to the appropriate State agencies for review. The Corps will generally not make a final permit decision until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and this public notice in the NCDWQ Central Office in Raleigh serves as application to the NCDWQ for certification. A waiver will be deemed to occur if the NCDWQ fails to act on this request for certification within sixty days of the date of the receipt of this notice in the NCDWQ Central Office. Additional information regarding the Clean Water Act certification may be reviewed at the NCDWQ Central Office, 401 Oversight and Express Permits Unit, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding the application for certification under Section 401 of the Clean Water Act should do so in writing delivered to the North Carolina Division of Water Quality (NCDWQ), 1650 Mail Service Center, 2 Raleigh, North Carolina 27699-1650 Attention: Mr. John Hennessy (NC Department of Transportation projects) or Ms Cyndi Karoly (all other projects) by February 15, 2005. The applicant has certified that the proposed work complies with and will be conducted in a manner that is consistent with the approved North Carolina Coastal Zone Management Program. Pursuant to 33 CFR 325.2 (b)(2) the Corps is, by this notice, forwarding this certification to the North Carolina Division of Coastal Management (NCDCM) and requesting its concurrence or objection. Generally, the Corps will not issue a Department of the Army (DA) permit until the NCDCM notifies the Corps that it concurs with the applicant's consistency certification. Essential Fish Habitat This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson-Stevens Fishery Conservation and Management Act. The Corps' initial determination is that the proposed project may adversely impact EFH or associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine Fisheries Service. These impacts to EFH include destruction of habitat at the borrow and fill site, siltation plums, erosion and sedimentation issues, time frame work is performed (fish moratoriums) and' water quality issues. Cultural Resources The Corps has consulted the latest published version of the National Register of Historic Places and is not aware that any registered properties, or properties listed as being eligible for inclusion therein are located within the project area or will be affected by the proposed work. Presently, unknown archeological, scientific, prehistoric, or historical data may be located within the project area and/oi could be affected by the proposed work. Endangered Species The Corps has reviewed the project area, examined all information provided by the applicant and consulted the latest North Carolina Natural Heritage Database. Based on available information, the Corps has determined there may be species listed as threatened or endangered or their critical habitat formally designated pursuant to the Endangered Species Act of 1973 (ESA) within the project area. A final determination on the effects of the proposed project will be made upon additional review Hof the project and completion of any necessary biological assessment and/or consultation with the U.S. Fish and Wildlife Service and/or National Marine Fisheries Service. Evaluation The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity on the public interest. That decision will reflect the national: concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, 3 aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the discharge of dredged or fill materials in waters of the United States, the evaluation of the impact of the activity on the public interest will include application of the Environmental Protection Agency's 404(b)(1) guidelines. Commenting Information The Corps is soliciting comments from the public; Federal, State and local agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider the application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. Requests for a public hearing shall be granted, unless the District Engineer determines that the issues raised are insubstantial or there is otherwise no valid interest to be served by a hearing. Written comments pertinent to the proposed work, as outlined above, will be received by the Corps of Engineers, Wilmington District, until 5pm, February 22, 2005. Comments should be submitted to Henry Wicker, Project Manager for this project. 4 OCEAN ISLE BEACH EAST END BEACH NOURISHMENT BRUNSWICK COUNTY, NORTH CAROLINA NARRATIVE DESCRIPTION OF PROJECT INTRODUCTION' I The Town of Ocean Isle Beach proposes to place approximately 135,000 cubic yards of beach quality sand dredged from Shallotte Inlet on some 2,700 linear feet of beach just west of Shallotte Inlet. The Town of Ocean Isle Beach is located along the Atlantic Ocean coast of Brunswick County, North Carolina between Shallotte Inlet and Tubs Inlet just north of the South Carolina border. Ocean Isle Beach can be accessed by driving south from Wilmington, North Carolina on U. S. Highway 17 past the Town of Shallotte to State Road 1184 and following S. R. 1184 south across the Atlantic Intracoastal Waterway (AIWW) to the island Town. The project site is located at the east end of the island along the ocean shoreline just west of the mouth of Shallotte Inlet (see sheet 1 of 6). PROJECT DESCRIPTION The Ocean Isle Beach project is an extension of a periodic re-nourishment being undertaken by the U. S. Army Corps of Engineers (USACE), Wilmington District, as part of the Brunswick County Beaches project. The beach fill will cover approximately 19 acres of shoreline with sand placed on the beach above the low tide line. The main fill portion of the project will contain approximately 50 cry. per linear feet of beach (95,000 c.y. total) and will include a flat berm at elevation +7.0 (NGVD) initially placed 130 to 150 feet wide (see sheets 4 and 5 of 6) and extending seaward to elevation -5.0 (NGVD) on a 1:20 slope. A transitional taper section 700 feet long will tie the main fill to the USACE taper at the west. Similarly, a taper 1000 feet long will tie the main fill into the natural shoreline at the east end of the project (see sheet 3 of 6). Each taper will contl in approximately 20,000 cubic yards of sand. Ocean Isle Beach - East End Beach Nourishment Major CAMA Permit application - Narrative January 7, 2005 Page 1 of 5 The USACE project includes placement of approximately 384,000 cubic yards of beach quality sand dredged from the designated borrow area in Shallotte Inlet. The project is scheduled to begin in February 2005 and is projected to require approximately four weeks to complete. The Town proposes to gain a significant economic advantage by contracting with the dredging contractor for the USAGE project to complete the Town's project before demobilizing equipment from the site. The beach fill material will be dredged from a borrow area in Shallotte Inlet (see sheet 2 of 6) that has been identified by the Corps of Engineers for the ongoing and future re-nourishment projects on Ocean Isle Beach. The Town will monitor the material-placed on the beach on a daily basis to make sure that the best material available is used. Experience gained by the dredging contractor on the USACE project will help place the dredge in areas of the borrow area containing the best beach quality material. EXISTING CONDITIONS The shoreline proposed for nourishment has experienced above average erosion resulting in damage and condemnation of several oceanfront properties along 2"d and 3nd Streets (see sheet 2 of 6). At several locations, the surf extends beneath existing structures during extreme high tide conditions. Sand bags have been paced at the ends of Shallotte Blvd and Charlotte Street to protect streets and utility infrastructure from damage. STORMWATER MANAGEMENT No upland improvements, pavements, walkways or other impervious surfaces will be constructed as part of the project. No stormwater management or additional stormwater measures will be required for this project. A letter will be sent to the Division of Water Quality in Wilmington describing the scope of the project. Ocean Isle Beach - East End Beach Nourishment Page 2 of 5 Major CAMA Permit Application - Narrative January 7, 2005 METHODS OF CONSTRUCTION 1 ' Dredging will be done by conventional hydraulic dredge with a temporary pipeline placed on the ocean bottom up to the beach. The sand and water slung will be confined on the beach to permit settlement; of sand and drainage of the water fraction back to the ocean. The settled sand will be shape d on the beach using conventional earth moving equipment. The dredging and fill operations will be on a 7 day per week basis and will only be shut down in order to relocate the dredge in the borrow area, for weather conditions too extreme for the dredging operations, or for, maintenance and repair of pipelines or equipment. PROJECT SCHEDULE The objective of the Town is to complete the project before the end of the moratorium period, April 1, 2005. It is anticipated, that once work begins, approximately four days will be required to complete the d edging and placement portion of the project. The contractor will require an additional week to remove equipment and pipelines from the jobsite. COMPLIANCE WITH TOWN OF OCEAN ISLE BEACH ZONING AND CAMA LAND USE PLAN The property is within the planning jurisdiction of the Town of Ocean Isle Beach. The site is classified "Developed" by the Town's CAMA Land Use Plan. COMPLIANCE WIITH THE N. C. ENVIRONMENTAL POLICY ACT The beach nourishment work proposed will be financed with public funds but consist of less ' than 200,000 cubic yards of total fill with fill dimensions 50 cubic yards per linear feet or less. The project is classified as a small nourishment project by the N. C. Division of Coastal Management and does not require review under the State Environmental Policy Act (SEPA). ?I Ocean Isle Beach - East End Beach Nourishment " Page 3 of 5 Major CAMA Permit Application - Narrative January 7, 2005 _ ? Mir . aI1 1 J ,,Ar WAI0WQgt9tli l® ?d We .. r ? ' .,? ? • ? 1318 ? ? L ,? ,,,, XMap04-5 1318 1317 : d ' zs k J4•t? aft ?; •' . / ! 1164 sc;b,J' 2?? ? .t \` 1153 , ? \ ?- ??. - r _ t 154 11 F ? - 1 `\ f \. 4 147 T -R t1 !Lt>9j L?f i 1 1152 ~ 1149 \x 3 ' 5 J 1a 17nncY ?ttfr2 I n9 j WE 1 3 t 3;5j' ?OYlQtTAI -- - _ anbey a i d ? MEW n 34f?1 c y -? +t ltss 'f 4M ' ? /Sla?Tnne?•'Srirmd? ? t ! • 11--6 - - - 179 ,... 1 --r = r ,• i° ? $616 Wand - 1232 - 1183 -E 1ST ` 1625 - 12x7 Isle Bcach . .? alesrozacrf - , 1152 ' t Qroje, rea l S I t d s s an o 0 Y. DIRECTIONS From HWY 17: Take Hwy. 17. Turn south onto NC Hwy. 904. Follow Hwy 904 south to Town of Ocean Isle Beach. Turn northeast onto East 1st Street and follow to the street end. Project starts from Charlotte St. and extends northeast (-2,700 ft) ending at Shallotte Inlet. Project Name: Prepared For. Ocean Isle Beach Town of Ocean Isle Beach VICINITY MAP East End Nourishment Plan 29 December 2004 Sheet 1 of 6 - I I- 1-v ads Ocean Isle Beach E 3ra ?..• USACE BL' ! Y f. USACE Project --? I N: 52,000 E: 2,180,000 Project Name: Ocean Isle Beach East End Nourishment Plan 1,181,000 \ I -- ---------- - ^.? / \ -fir-.-r '.? ?I..!•:,.;.?:'•':•j r Marsh Imo!:'' Marsh ---- Marsh r--- P. oJEC AR? PR 2,700I1nea50 et CV cyllf) l 135,000 1 + + O O O O O 0 0 -10 -15 "I it Itol I ? I1 I h ', 1 I 1 ; r I I ?'';'1 I .III' l ?? I o , + p ------------ 15 ?- C IN ? e a _ ------ -20 ? a 0o m t l n ---_ . m - 500 0 500 1,000 N: 52,00+- /_,*4r GRAPHIC SCALE (feet) E: 2,190,10Prepared For. Datum: SPCSNAD'83 Town of Ocean Isle Beach A11?k?1$LE PROJECT AREA \?\190,100 ;I Q Hoiden Beach Of-, % to v ... 0 o 1 ?p r SHALLOTTEINLET BORROW AREA --10 29 December 2004 Sheet 2 of 6 N: 55,100 N: 55,100 . E: 2,182,500 E: 2,185,100 J 'et. Bench.:; W ro ® ®? ®® vie"" Ocean Isle B]ach ®® ®®®? ll us gulp E. 3rd ® ®® _• - E. 2nd ' . ?• ? 1 w ,SIR saw, 'all.' r ; 'r .•i . ` a . r?:. ?? `4?'a?ti'y` ? i ?? ti 1 a n t ; c 1 A i t ! AREA i ,: , Tapar JECT ear feet CE project. ? . , ., . '' ' i i PRA i . 2 7001in Transition i 50 cyllf) r- M135,000 cY 20,000 cy (20 cylft) 1 95,000 cy 1,000 ft Ift) ?? of 20,000 cy 95 cy 1,000 ft i 8 (28.6 cY/ft) i ' 700 ft ' + rn N N:53,000 ?1 1 , 200 0 200 400 E: 2,182,500 0 o GRAPHIC SCALE (feet) Project Name: Prepared For. Datum: SPCSNAD'83 Ocean Isle Beach Town of Ocean Isle Beach NOURISHMENT PLAN OCEtll ?I .L East End Nourishment Plan c$! "CH ?? 29 December 2004 Sheet 3 of 6 20 15 10 Ocean Isle Station 15+00 .......... .................... ....... ...... ------ ------- - .......... 1 • - - - - BC-Berm Crest .... ......... ...... .. .... Dec-04 --- USACE Fill (Transition) OIB Supplement Fill - Transition Z 5 0 C O CU -5 4) W -10 -16 -20 USACE Fill (Transition) - 75 cy/ft Supplemental Fill Vol = -15 cylft Berm @ +7 ft NGVD (BC@ 289 ft BQ Construction Slope @ -,1 on 18 .....? . ...............•----- •------------ - ..-- -? -*---------+ ........ ....... ----- -_...-- ------- - -• Profrb Surrey 6 Dec 2004 by Coastal Science d Eng*lemw+g ..... ? ......... . .. . . . . .. USA CE Fit Volume Based on Beach Renourishment Reject Pkn - ffB No. M 12PM- 0 443-W 17 (WAMing(on D&-,tt - 12 Nov 2004) 0 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) E Ocean Isle Station 10+00 20- Dec-04 15 ••--- •T......... 1-.....---i......... 1 ..................... - - - USACE Fill (Transition) - - OIB Supplement Fill 0 10 -'; ----•-- ------ .......... --------------------- ------- ......... ; ------ -------- - - 0 ? Supplemental Fill Vol = -80.0 cy/ft z 5 _ _ USACE Fill (Transition) 5.5 cy/ft - ` • Berm @ +7 ft NGVD (BC@ 195 ft BQ 0 ......... '---- =-- --=-- Construction Slope @ - 1 on 20 ......... -?- -- -- - ------- -- -----• -••--• ------ ------- W -10 - - I •_..._- ---------- ..................... ----- ----- ------- ------ -1 5 ..... ....... - -- . ....... .......... ....... ..----- --•--.. ......... Survey 6 Dec 2004 by Coastal Science Z Engineering -20 Li.........i......... 0 00 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) Project Name: Prepared For: Ocean Isle Beach Town of Ocean Isle Beach TYPICAL PROFILES East End Nourishment Plan 29 December 2004 Sheet 4 of 6 Ocean Isle Station 15+00 20 15 10 C? 5 Z V C 0 O R -5 d W -10 -15 20 Dec-04 -------- =-------------------- ----- ------ - - - USACE Fill (Transition) OIB Supplement Fill -Transition ............ ercrest -- ........:....... ....... ..:. ........ ..__..._ USACEFII ransition - 75cy/ft Supplemental Fill Vol = -15 cy/ft Berm @ +7 ft NGVD (BC@ 289 ft BQ .. - = --- - - - - --_-? -- =-- Construction Slope -- 1 on 18 ----------------- ---------- - ----- w - --- -- -- ------- _...... --•---- -----_- ......................... ------ --_._. _r........_?__...._..;-- -;....---- ----- .Pm6leSurvey8Dec2004byCosstalSciencedEngineerig ...__? .........:.........i......... +......... . USA CE Ft Volume Based on Beach Renourishment Project Plan - lFB No. 1" 12PM-04-8-0017 (tV&nkvton Dxdrict - i2 Nov 2004) 0 100 200 300 400 500 600 700 Distance From USACE Baseline (ft) 800 900 1000 Ocean Isle Station 10+00 20 Dec-04 15 --------------------------------------------------------- - - - USACE Fill (Transition) OIB Supplement Fill 10 -- ---------- ---------- --------------------- - ------- - ------- ------- ....-- ------- 0 5 :. Supplemental Fill Vol = -80.0 cy/ft - Z USACE Fill (Transition) 5.5 cy/ft Berm @ +7 ft NGVD (SC@ 195 ft BIB 0 -------- ------- ......... ?- •-` -- Construction Slope @ 1 on 20 -6 - -- '---------- - =---------- N -•• - --------- ------- ------ ------- ------ > d to -10 --------?--------- i-------- <------------------------------- ------- --------- ---------•-----•--- -1 5 ------- -------------------- .......- --------, --------------- ------- .................... Profits Surrey 6 Dec 2004 by Coastal Science 8 Engineering -20 0 100 200 300 400 500 600 700 800 900 1000 Distance From USACE Baseline (ft) Project Name: Ocean Isle Beach East End Nourishment Plan Prepared For. Town of Ocean Isle Beach TYPICAL PROFILES 29 December 2004 Sheet 5 of 6 20 15 10 5 Z C 0 C 0 W W 40 -15 -20 Ocean Isle Station -5+00 (East) Dec-04 ----1?--*-------• ........ ------- ---- _ OIB Supplement Fill ------- _i. ...? ----- ----- ------- ------- ------- ------- -------- -,!-;?* ,--? -?- ..-.-. Supplemental Fill Vol =--20.0 cy/ft ____ .... ` Berm @ +7 ft NGVD (BC@ -370 ft BQ - Construction Slope @ 1 on 20 ._-. .f, .i ........ ....... ?1..,. .... ...... _I. .*......... ?........ ... . K.. .. ...... ........?......... t .................. Proble Surrey 6 Dec 2004 by Coastal Science 8 EngineernV -600 1-500 -400 200 200 -100 0 100 200 300 400 Distance From USACE Baseline (ft) 20 15 10 0 5 Z v 0 c 0 ? .5 as W -10 -15 20 Ocean Isle Station 10+00 East ------- --- -- ---- --.r_..-- -Dec-04 Ocean Isle Beach "'"`"- Supplement Nourishment --- Project Limit - East End --...? ----- --------------- t------- ,-------- t------- . ?_.......r_......1 ........:... .... ?._..__.. End Nourishment Taper .. -- --• ----- --- ----- ...._ ._ ---- ---- - -- - - ---- ---_- ........... t- - --- -----<----- Protlk S--y 6 Dec 2004 by Coastal Science 8 Engineering - -800 -700 -600 -500 -400 -300 -200 -100 0 100 Distance From USACE Baseline (ft) 200 300 400 Project Name: Ocean Isle Beach East. End Nourishment Plan Prepared For. Town of Ocean Isle Beach TYPICAL PROFILES 29 December 2004 _ Sheet 6 of 6 US Army Corps Of Engineers Wilmington District PUBLIC NOTICE Issue Date: January 24, 2005 Comment Deadline: February 22, 2005 Corps Action ID #: 200500360 All interested parties are hereby advised that the Wilmington District, Corps of Engineers (Corps) has received an application for work within jurisdictional waters of the United States. Specific plans and location information are described below and shown on the attached plans. This Public Notice and all attached plans are also available on the Wilmington District Web Site at www.saw.usace.anny.mi]/wetlands I Applicant: Town of Ocean Isle Beach Three West Third Street Ocean Isle Beach, North Carolina 28469 AGENT: Coastal Science & Engineering Post Office Box 1643 Morehead City, North Carolina 28557 i Authority D @kt-1;241 @tl l:/ D JAN 2 5 2005 DENR - WATER QUALITY *EnW0SAND ST fwj7i? BRANCH The Corps will i valuate this application and decide whether to issue, conditionally issue, or deny the proposed work pursuant to applicable procedures of Section 404 of the Clean Water Act and Section 10 of the Rivers and Harbors Act of 1899. Location The project site is located on the east end of Ocean Isle Beach and just west of the mouth of Shallotte Inlet, adjacent to the Atlantic Ocean, Brunswick County, North Carolina. Latitude 33- 53-52 and Longitude 78-23-27. Existing Site Conditions The shoreline proposed for nourishment has experience above averafe erosion resulting in damage and condemnation of several oceanfront properties along 2` and 3`d Streets, in Ocean Isle Beach. At several locations, the surf extends beneath existing structures during extreme high tide conditions.' Sand bags have been placed at the ends of Shallotte Boulevard and Charlotte Street to protect streets and utility infrastructure from damage. J Applicant's Stated Purpose The Town of ocean Isle Beach purpose for the proposed project is to renourish 2,700 linear feet of the beach just west of Shallotte Inlet in order to protect the existing homes and infrastructure at this location. iThe Town of Ocean Isle Beach also wants to have this project done congruently with the Corps periodic beach renourishment project immediately to the west to save on set up cost. Project Description i The Ocean Isle Beach project is an extension of a periodic beach renourishment activity being undertaken by the U.S. Army Corps of Engineers (USACE), Wilmington District, as part of the Brunswick County Beaches project. The Ocean Isle Beach fill will cover approximately 19 acres of shoreline with sand placed on the beach above the low tide line. The main fill portion of the project will contain approximately 50 cubic yards per linear feet of beach (95,000 cubic yards total) and will include a flat berm at elevation +7.0 (NGVD) initially placed 130 to 150 feet wide and extended seaward to elevation -5.0 (NGVD) on a 1:20 slope. A transitional taper 1000 feet long will tie the main fill into the natural shoreline at the east end of the project. Each taper will contain approximately 20,000 cubic yards of sand. The USACE project includes placement of approximately 384,000 cubic yards of beach quality sand dredged from the designated borrow area Shallotte Inlet. The project is scheduled to begin in February 2005 and, is projected to require four weeks to complete. The Town of Ocean Isle Beach proposes to gain a significant economic advantage by contracting with the dredging contractor for the USACE project to complete the Town's project before demobilizing equipment from the site. The beach fill material will be dredged from a borrow area in Shallotte Inlet which has been identified by the USACE for the ongoing and future renourishment projects on Ocean Isle Beach. The Town will monitor the material placed on the beach on a daily basis to make sure that the best material available will be used. See attachment for more information and plans. Other Required Authorizations This notice and all applicable application materials are being forwarded to the appropriate State agencies for review. The Corps will generally not make a final permit decision until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and this public notice in the NCDWQ Central Office in Raleigh serves as application to the NCDWQ for certification! A waiver will be deemed to occur if the NCDWQ fails to act on this request for certification within sixty days of the date of the receipt of this notice in the NCDWQ Central Office. Additional information regarding the Clean Water Act certification may be reviewed at the NCDWQ Central Office, 401 Oversight and Express Permits Unit, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding the application for Certification under Section 401 of the Clean Water Act should do so in writing delivered to the North Carolina Division of Water Quality (NCDWQ), 1650 Mail Service Center, 2 Raleigh, North Carolina 27699-1650 Attention: Mr. John Hennessy (NC Department of Transportation projects) or Ms Cyndi Karoly (all other projects) by February 15, 2005. The applicant has certified that the proposed work complies with and will be conducted in a manner that is consistent with the approved North Carolina Coastal Zone Management Program. Pursuant to 33 CFR 325.2 (b)(2) the Corps is, by this notice, forwarding this certification to the North Carolina Division of Coastal Management (NCDCM) and requesting its concurrence or objection. Generally, the Corps will not issue a Department of the Army (DA) permit until the NCDCM notifies the Corps that it concurs with the applicant's consistency certification. I Essential Fish Habitat This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson-Stevens Fishery Conservation and Management Act. The Corps' initial determination iS'that the proposed project may adversely impact EFH or associated fisheries managed by theI South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine Fisheries Service. These impacts to EFH include destruction of habitat at the borrow and fill site, siltation plums, erosion and sedimentation issues, time frame work is performed (fish moratoriums) and water quality issues. i Cultural Resources The Corps has consulted the latest published version of the National Register of Historic Places and is not aware that any registered properties, or properties listed as being eligible for inclusion therein are located within the project area or will be affected by the proposed work. Presently, unknown archeological, scientific, prehistoric, or historical data may be located within the project area and/or could be affected by the proposed work. Endangered Species I' The Corps has reviewed the project area, examined all information provided by the applicant and consulted the latest North Carolina Natural Heritage Database. Based on available information, the Corps has determined there may be species listed as threatened or endangered or their critical habitat formally, designated pursuant to the Endangered Species Act of 1973 (ESA) within the project area. Afinal determination on the effects of the proposed project will be made upon additional review of the project and completion of any necessary biological assessment and/or consultation with the U.S. Fish and Wildlife Service and/or National Marine Fisheries Service. Evaluation The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably fpreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, 3 I aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the discharge of'dredged or fill materials in waters of the United States, the evaluation of the impact of the activity on the public interest will include application of the Environmental Protection Age cy's 404(b)(1) guidelines. Commenting Information The Corps is soliciting comments from the public; Federal, State and local agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps,to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Any person may request, in writing, within the comment period specified in,this notice, that a public hearing be held to consider the application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. Requests for a public hearing shall be granted, unless the District Engineer determines that the issues raised are insubstantial or there is otherwise no valid interest to be served by a hearing. Written comments pertinent to the proposed work, as outlined above, will be received by the Corps of*ngineers, Wilmington District, until 5pm, February 22, 2005. Comments should be submitted to Henry Wicker, Project Manager for this project. 4 _ -- '!- - a, a - Ina- co _U10 f`e-- -- ii fl i?