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HomeMy WebLinkAbout20110047 Ver 1_CAMA Application_20110113Water Quality Certification No. 3698 GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR U.S. ARMY CORPS DREDGING IN OPEN WATERS) AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES) Water Quality Certification Number 3698 is issued in conformity with the requirements 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 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0201 for the discharge of fill material to waters and wetland areas as described in 33 CFR 330 Appendix A (B) (35) Maintenance Dredging of Existing Basins, or Regional (General) Permit Number 198200277 and 199602878 (Canals and Boat Basins in High Ground and Maintenance Dredging in Open Water), and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B.0200. 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 the conditions hereinafter set forth. Excavation and/or filling of wetlands is not authorized by this General Certification. Any proposed fill or modification of wetlands and/or waters, including streams, requires application to, and written approval from the Division of Water Quality (the "Division"). Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, Randleman and Catawba River Basins (or any other basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application [in accordance with 15A NCAC 2B .0200]), unless the activities are listed as "EXEMPT" from these Rules- In accordance with North Carolina General Statute Section 143-215.3D(e), any requirement for written approval for a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the two fees. Conditions of Certification: 1. No Impacts Beyond those Authorized in the Written Approval No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts authorized in the written approval, including incidental impacts. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Prac shall be performed so that no violations of state water quality standards, statLA6 ' lis occur. rt Standard Erosion and Sediment Control Practices Erosion and sediment control practices must be in full compliance , specifications governing the proper design, installation and operation af< , r maintenance of such Best Management Practices: wr a. Design, installation, operation, and maintenance of the sediment and erosion contlretr measures must be such that they equal, or exceed, the requirements specified in the ; most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits associated with the project. Water Quality Certification No. 3698 Water Quality Certification No. 3698 b. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. c. Reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. d. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNA's), Trout Jr), SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the sediment and erosion control requirements contained within Design Standards in Sensitive Watersheds (15A NCAC 04B.0124) supercede all other sediment and erosion control requirements. 3. No Sediment and Erosion Control Measures in Wetlands or Waters Sediment and erosion control measures should not be placed in wetlands or waters without prior approval from the Division. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, design and placement of temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. All sediment and erosion control devices shall be removed and the natural grade restored within two (2) months of the date that the Division of Land Resources or locally delegated program has released the project. 4. Construction Stormwater Permit NCG010000 Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES General stormwater permit (NCG010000) administered by the Division is automatically issued to the project. This General Permit allows stormwater to be discharged during land disturbing construction activities as stipulated by conditions in the permit. If your project is covered by this permit [applicable to construction projects that disturb one (1) or more acres], full compliance with permit conditions including the sedimentation control plan, self-monitoring, record keeping and reporting requirements are required. A copy of this permit and monitoring report forms may be found at httallh2o.enr.state,nc.us/su/Forms Documents htm. 5. Construction Moratoriums and Coordination The timing of the dredging and discharge shall be coordinated with State and Federal agencies and the applicant in order to lessen impact on aquatic organisms and their reproduction. All moratoriums on construction activities established by the NC Wildlife Resources Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries (DMF), or National Marine Fisheries Service (NMFS) to protect trout, anadromous fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern must be obeyed. 6. Work within the twenty-five (25) designated trout counties or identified state or federal endangered or threatened species habitat shall be coordinated with the appropriate WRC, USFWS, NMFS, and/or DMF personnel. Water Supply Watershed Buffers The 30 -foot wide vegetative buffer (low-density development) or the 100 -foot wide (high- density development) shall be maintained adjacent to all perennial waters except for allowances as provided in the Water Supply Watershed Protection Rules [15A NCAC 2B .0212 through .0215]. Water Quality Certification No. 3698 Water Quality Certification No. 3698 7. Riparian Area Protection (Buffer) Rules Activities located in the protected 50 -foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse, Tar -Pamlico, Randleman, Catawba (or any other basin with buffer rules), shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233, .0259, .0250, and .0243, and 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. All riparian area protection rule requirements, including diffuse flow requirements, must be met. 8. The canal or boat basin shall be allowed to be dredged to its original depth and width. The applicant is required to supply information regarding the original depth and width of the site. The area shall not be dredged to a depth deeper than the receiving water. 9. All fill material shall be placed on high ground and be from an upland source, and excavation shall not occur in Primary Nursery Areas. 10. If an environmental document is required under NEPA or SEPA, then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse, 11. If concrete is used during this activity, then a dry work area should be maintained to prevent direct contact prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to surface waters due to the potential for elevated pH and possible aquatic life/fish kills.11. Additional site-specific conditions may be added to the cover letter in order to ensure compliance with all applicable water quality and effluent standards. 12. When written authorization is required for use of this certification, upon completion of all permitted impacts included within the approval and any subsequent modifications, the applicant shall be required to return the certificate of completion attached to the approval. One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail Service Center, Raleigh, NC, 27699-1650. 13 This General Certification shall expire three (3) years from the date of issuance of the written approval or on the same day as the expiration date of the corresponding Nationwide Permit 35 or Regional Permit 198200277. The conditions in effect on the date of issuance of Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration date of this Certification. If the construction process for approved activities will overlap the expiration and renewal date of the corresponding 404 Permit and the Corps allows for continued use of the 404 Permit, then the General Certification shall also remain in effect without requiring re-application and re -approval to use this Certification for the specific impacts already approved. 14. The applicant/permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. If the Division determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, then the Division may reevaluate and modify this General Water Quality Certification. Non-compliance with or violation of the conditions herein set forth by a specific fill project shall result in revocation of this General Certification for the project and may result in criminal and/or civil penalties. Water Quality Certification No. 3698 Water Quality Certification No. 3698 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 if it is determined that the project is likely to have a significant adverse effect upon water quality including state or federally listed endangered or threatened aquatic species 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 of Water Quality. Effective date: November 1, 2007 DIVISION OF WATER QUALITY By Coleen H. Sullins Director History Note: Water Quality Certification Number 3698 replaces Water Quality Certification (WQC) Number 3349 issued on March 18, 2002, Water Quality Certification (WQC) Number 3489 issued December 31, 2004, and Water Quality Certification (WQC) Number 3635 issued on March 19, 2007. This General Certification is rescinded when the Corps of Engineers re- authorizes this Regional (General) Permit or when deemed appropriate by the Director of the DWQ. Water Quality Certification No. 3698 2 0 1 1 0 0 4 7 'Kai'A NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue James H. Gregson Dee Freeman Governor Director o ??? Secretary January 12, 2011 MEMORANDUM: JAN 1 3 2011 TO: Cyndi Karoly, Supervisor ON-WAMaAM f BRRANCH 401 Oversight & Express Permits Unit NYffL4 MAND$7W& Division of Water Quality-Surface Water Protection FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09) SUBJECT: CAMA/Dredge & Fill Major Permit Application Review Applicant: Bratton, Ted - (c/o: E. Flynn, Agent) Project Location: #2 Skimmer Rd., Figure 8 Island, adjacent to Banks Channel & Middle Sound, in Wilmington, NC, New Hanover Co. Proposed Project: Applicant proposes to perform maintenance excavation and construct a new private docking facility into a canal connected to Banks Channel Please indicate below your agency's position or viewpoint on the proposed project and return this form by February 4, 2011. If you have any questions regarding the proposed project contact Robb Mairs (910)796-7423, when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE 400 Commerce Ave., Morehead City. NC 28557--3421 Phone: 252-808-28081 FAX: 252-247-3330 Internet: www,nccoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer NorthCarolina Naturally DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Ted Bratton 2. LOCATION OF PROJECT SITE: 2 Skimmer Road, adjacent to Banks Channel and Middle Sound, on Figu3 Eight Island, New Hanover County. Photo Index - 2006: 24-7408, M, 7-8 2000: 24-311, K, 20 1995:24-292,M-12 State Plane Coordinates - X: 2374512 Y: 185905 Latitude: 34015'15.70424"N Longitude: 77045'38.500095"W 3. INVESTIGATION TYPE: CAMA/Dredge & Fill ROVER FILE # -0-010711A 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 01/07/11 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received -12/21/10 (Completed) Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan - New Hanover County Land Classification From LUP - Conservation (B) AEC(s) Involved: EW, PT, ES, OR (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing - None Planned -Septic System (F) Type of Structures: Existing - Single-family house (under construction) and wooden bulkhead Planned -Maintenance excavation, new fixed access pier, platform, floating docks and boatlifts Source - N/A (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED O11ER (A) Vegetated Wetlands (B) Non-Vegetated Wetlands O en water 1,125 sq. ft. 936 sq. ft. Incor orated (C) Other (Highground) F 3,000 sq. ft. (D) Total Area Disturbed: 5,061 sq. ft. (0.116 acres) (E) Primary Nursery Area: No (F) Water Classification: SA-ORW Open: Yes 8. PROJECT SUMMARY: The applicant proposes to perform maintenance excavation and construct a new private docking facility into a canal connected to Banks Channel. Ted Bratton Page 2 9. PROJECT DESCRIPTION: The project site is located at 2 Skimmer Road on Figure Eight Island, adjacent to a canal that connects to Banks Channel and Middle Sound, in New Hanover County. The island is accessed from the mainland at the end of Edgewater Club Road (SR 1402), by private bridge over the Atlantic Intracoastal Waterway (AIWW) and an earthen causeway, which traverses Middle Sound. Heading east on the causeway, turn right on Beach Road South and travel south approximately 1.3 mile. Turn right onto Skimmer Road and then turn right at the stop sign. Continue until you reach the property of interest at the end of the cul-de-sac. The applicant is currently in the process of constructing a new single-family residence authorized under CAMA Minor Development Permit No. 10-016 through the New Hanover County Inspections Department. The property borders a canal on the southern end of the island that connects to Banks Channel and Middle Sound. The lot has been recently partially cleared in preparation of construction with some remaining upland vegetation that consists of wild grasses, sea oats and shrubbery. The lot is approximately 0.748 acre in size and averages 6 feet above normal high water (NHW). The 60' of shoreline frontage is stabilized by an existing wooden bulkhead. Waterward of the mean high water (MHW) is an intertidal strip of sand, which is approximately 10' wide. There are currently no existing coastal wetlands adjacent to the property. The property is located between residential properties with existing single-family residences with private docking facilities. The New Hanover County Land Use Plan classifies adjacent waters and high ground portion at the property as Conservation. The waters of Banks Channel and Middle Sound are classified SA-ORW by the Division of Water Quality. They are NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are OPEN to the harvest of shellfish. PROPOSED PROJECT: The applicant proposes to perform maintenance excavation and construct a new private docking facility into a canal connected to Banks Channel. A new access pier, measuring 32' in length by 6' in width would extend from the existing bulkhead into the man-made canal. The pier would terminate onto an uncovered platform, measuring 12' in length by 16' in width creating an "L-shaped" configuration. An access ramp would then lead onto two new floating docks (25' in length by 6' in width and a 22' in length by 5' in width) that would be constructed, creating an "L-shaped" configuration towards the northwest. Two new boatlifts (13' in length by 14' in width) would be installed, one on the southern side of the proposed "L-shaped" configuration and one on the inside portion of the "L-shaped" configuration. The applicant proposes to perform maintenance excavation to accommodate the new floating dock system in an area measuring 25' in length by 45' in width to a final project depth of -4.0' @ normal low water (NLW). Approximately 85 cubic yards of material would be mechanically removed by the bucket-to-barge method, and then unloaded on-site. The material would be located 30' from NHW and stabilized with proper sediment fencing during the dewatering process. Once the material has dewatered, the material would be spread over the applicant's highground area between the new residence and the bulkhead. The proposed new docking facility would provide docking space for up to three (3) vessels. Ted Bratton Page 3 10. ANTICIPATED IMPACTS: The proposed docking structures would incorporate 936 sq. ft. of Estuarine Waters and Pubic Trust Area. The proposed structures would extend approximately 85' into a waterbody, which measures approximately 320' across. This distance would conform with both the 1/4 rule and the established pier lengths. Based on the application, the proposed structures would not encroach into the 15' Riparian Property Setback requirement. The proposed new docking facility would provide docking space for up to three (3) vessels. The proposed maintenance excavation would impact approximately 1,125 sq. ft. of shallow bottom area that appears to have been previously disturbed. Approximately 3,000 sq. ft. of the Estuarine Shoreline would be impacted for the placement of approximately 85 cubic yards excavated material. Minor increases in turbidity should be expected during construction and dredging process. Submitted by: Robb Mairs Date: 01/11/2011 Office: Wilmington Fros:MAXE STONE CORP 9192881149 1110312010 16:38 OCT-26-2818 01:2W FROM M MWINE 9182563M2 M:1919MF;1149 9*-14- 18 90152 Fran: To:91 2 1040 P.0011001 P.1 P.110t sm" DaM Datmagacrdivib N of r oMW pwmlt. i ! hiMS iii a"d b" to ad an "I be w, * the pulpo0 of 0wo" for fled !?i?? ++' to WOW or a°ro"°t the WOW* ( M AVOW" rat i ---- (MY ? bM984 of Itio a ism tiw tdt) ..? Af p?pp?,y Ownrr SiO OoM its" Plrn OtWio? From:WAKE STONE CORP 9192661149 12/2012010 15:51 #931 P.0011001 DEC-17-2010 022:51P FROM:FBS MARINE 9102563062 TO:19192661149 F S IMirrim L'ontrYtctors, .t w> ^I ????I .O Box B68 Wr?bfsreille Beach, N. C. Plranel/fax g10-236-JW 17 Dec. 2010 To: NCDENR Wilmington, N. C. Capt. Ed FJym D"vod SyAw email: efwstan corn I, red Brattongive my permission to pkse spoil nnateml on my property at #2 Skimmer Rd, Wilwvton, Al C. 28411 from the dr+adging projects at my property at #2 Skimmer Rd and spoil material from a dredglng project for Mr. Rob Bonnhill at #24 Saltmeadow Rd, Wilmington, At C. 28411 l9ispoml of the dredge materml will be with the approua/of the fipum Eight Island HCA. ?- S\ P.i Complete Marine Construction Service For Over 35 Years Piers - Bulkheads - Floating Nxks w Boatlifts - Pilings N Repairs f F d S Marine Contractors, Inc. P.O Box 868 Wrightsville Beach, N. C. 28480 Phone/Fox 910-256-3062 17 Dec. 2010 NCDENR Wilmington, N.C. Capt. Ed Flynn Durwood Sykes email: ef/yd)msn. com The enclosed CAMA Major Permit application for Mr. Ted Bratton, #2 Skimmer Rd., Wilmington, N. C. 28411, is to install a single family residential pier facility and perform maintenance dredging around the landward side of the floating dock. The facility includes a 6 X40' walkway, 10'x12' pavilion area, 6 X25' floating dock, 5'x22' floating dock, and two boatlifts for a total of three boat slips Approx. 85 cubic yards of sand will be dredged to provide adequate water for dockage in the landward most slip. The dredge sand will be placed on the owners property andgraded out level. This proposed dock facility is for the applicants family use. Complete Marine Construction Service For Over 35 Years Piers - Bulkheads N Floating Docks - Boatlifts - Pilings N Repairs 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) Applicant 1: First Name MI ?L- 0 Last Name 932A-r, oN Applicant 2: First Name Mt Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address ??a1 l w 6 y?= PO Box !g? City n?',? State W, ZIP ?SY Country CC ?J? Phone No. // q 1i ? Ll Db ext. FAX No. /(? q - ? [ G Street Address (if different from above) City State ZIP Email I 2. Agent/Contractor Information Business Name Agent/ Contractor 1: First Name x'61 MI Last Name Agent/ Contractor 2: First Name Mt I Last Name Mailing Address PO Bo City State ZIP. ?} ryry Phone No 1 ext. Phone. No. 2 ext. FAX No. 1 ?' ?- 306,E Contractor a Street Address (if different from above) City State ZIP: Email ? r I ?'// y ? /?ls??. cows <Form continues on back> Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) L wv?n. Street Address # a <-b. * State Rd. a Subdivisiony7, d C16 U City b)h1A w1 L'n2 State 1uG Zip 2f??f11 Phone No L No .(s)) (if many, attach additional page with list) - - ext. l Z,G T' - A-a. In which NC river basin is the project located? b. % fie, of body of water nearest to proposed project c. Is t water body identified in (b) above, natural or manmade? l QManmade ?Unknown ( J t d. Name the closest major water body to the proposed project site. l& a ura _ e. Is p posed work within city limits or planning jurisdiction? I. If applicable, list the planning jurisdiction or city limit the proposed es ?No /work falls within. 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) OD , 9y1 J9 o nz c. Size of individual lot(s) uQ d. Approximate elevation of tract above NHW (normal high water) or l y? NWL (normal water level) / / 11L (if many lot sizes, please attach additional page with a list) ONHW or M Vegetation on tract e. ?? f. Man-made features and uses now on tract - S1i' L ?1r hblkd ur)iLIX &Mst/1W?1 JM g. Identify and describe the existing land uses adiacent to the proposed project site. h. How does local government zone the tract? I. Is the roposed project consistent with the applicable zoning? (Att h zoning compliance certificate, if ap ticable) es ?No ?NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes No k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes - o ONA If yes, by whom? 1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes o ?NA. National Register listed or eligible property? <Form continues on next page> Major Development Permit m. (i) Are there wetlands on the site? Oyes ;OY O ii Are there coastal wetlands on the site? OYes (iii) If yes to either (i) or (ii) above, has a delineation been conducted? Oyes ?No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. o. Desc ' e existing drinking water supply source. LI'f ? A AM A/ p. Describe existing sto m water management or treatment systems. .5?4. )&A) "" 5. Activities and Impacts l a ?V1tt11 Chia project-tie for ct)ininercral"politic; ,-A?ckV &A Tut U14 UA3/W710h, d. List all deveto ment activities you p pose. svp?d 1 IO 0,041*1 r+ 12 `?l? ?/??l?it+i?? G `Y '??? 'Xc O i, fev-900 OUM-4, Pq -fuk t1F 5 a#r A1 ox )IIJ S d OA e. Are the proposed activities m intenance of an existing project, new work. or both? U What is the approximate total disturbed land area resulting from the proposed project? - O OSq.Ft or OAcres g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes No ?NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. N6144 i. Will wastewater or stormwater be discharged into a wetland? OYes No ONA If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ? ?NA j. Is there any mitigation prop6sed? [)Yes Nis `DNA If yes, attach a mitigation proposal s b. Give a brief description of urpos_e,. use,.and daily operaaons,of the olect when complete. 410 c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is t be stored. OOP ,? ?u ex L L si t '4/t 1'1? !?? S h er <Form continues on back> Major Development Permit ' 6. Additional infonnation in addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) - (n are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish `ot tweeii,wdrn corrtohi Lrarkrproposdu. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name 6? / trsJ /J . Phone No. 114- (,?/t/a_ G ?8 Address S/ 1 f?? 4/, J Phone Na.? Name ,vM J% hZ5 Address sa L.(G/ooOG ?9 Jox,) lac abb , lie a 7 VD9 Name Phone No. i Address g. A fast of previous stale or federal permits issued for work on the project tract. Include permit numbers. permittee, and issuing dates. f h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. I. i_...&..-innprt AFC ha7artl nntirp4nr nrniPrtc in rtronnfrnnt ?nri,ingnt .°-/FATVh k- A statement of compliance with the N.C. Environmental Policy Act (N.C.G-S. 113A 1-10), if necessary. If the project involves expenditure of public. funds or use of public lands, attach a statement documenting compliance with the. North Carolina Environmental Policy Act 7; Certification and Permission to Enter on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter oft the aforementioned lands in connection with evaluating information related to. this permit application and follow,up . rridnitoring of the project. I further certify that theinforma1tion provided in this application is truthful to the best of my knowledge. Date 046 Print Name Signature C t?I se indicate application attachments pertaining to`your proposed project. C MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts VCM MP-3 Upland Development MP-d Structures Information Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete ail other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given to feet. Access I Channel Canal (NLW or Boat Basin Boat Ramp Rock Groin f Other Rock I (excluding Breakwater shareline NWL} ? ,?_____T ( ; stabittzatlon} Length 45 wrath I Avg. Existing NA NA Depth ? Final Project ; j NA NA 1 Depth M I j --!-- -- I 1. EXCAVATION CO This section not applicable a Amount of material to be excavates trom below tvrrv or Nvvt_ in cubic yards J (i) Doas the area to be excavated include coastal wetlaridzimarsn (CW), submergeo aquatic vegetation (SAV), sneil bottom (SB), or ether wattands (WL;) It any boxes are cheered, provide the number of square fee( affected. ?c4v OSAV C]S8 OWL C:-None (ii) Descr;be :he purpose of the excavation in these areas, ?. i yptt U. mau:nm tu va cw60vam d. High•grounc excavation m cubic yards. 2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicaole a. cocauon of atsposat area. b. Dimensions of disposal area S K. its wt f d' ??. ? O OFX 100 Z G. (i) Do you claim title to disposal area? ?Yes 2<0- ?NA ((i) if no, attach a letter granting permission from the owner d. (ip Wtil a disposal area be available for future maintenance? ?Yes ONo PQA (ii) If yes, where? e. (i) Does the disposal area include any coastal wattands/marsh (CW), suomerged aquatic vegetation. (SAV;, shed bottom (SS), or other wetlands (WL)? If any boxes are checkeC, provide the number of square feet affected, ?CW OSAV ?S8 o W L Guerre (ti) Describe the purpose of disposal in these areas: f. (i) Does the disposal include any area in the water? 'O`res MQ ?NA (ii) if ;res. now much water area is affected? 3. SHORELINE STABILIZATION y?' This section not applicable (1/ deveropment is a wood groin, use AV-4 - Structures) a. Type of shoreline stabilization: b, Length. ?8ulkhead ?Riprap ?8teakwater/SIII trJOther: Width: c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL: e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding !2 monlhs7 rYes []No ?NA (ii) If yes, state amount of erosion and source of erosion amount iWormalion. g. Number of souare feet of fill to be placed below water level. h. Type of fill material. Bulkhead backriit Riprap Breakwater/Si!? Other _ i. Scurce of fill material. 4. OTHER FILL ACTIVITIES VThis section not applicable (Excluding Shoreline Stabilization) a. (I) Will rill material be brought to the site) ?Yes G'ho if yes. (ii) Amount of material to be piaced in the water (iii) Dimensions of fill area (iv) Purpose of fill b-..__.(i) Will fill material be placed in coastal wetlands/marsh (CW1, submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked. Drovidp the number of square feet affected. ?CW ?SAV CisB 0+NI. ne tli) Oescribe the purpose of the fill in these areas 5. GENERAL _ ::1 4w w.l /w .. .1? .rl<nn a. How will excavated or fill material be kept on site ann erosion p. Y+I`dl tyN7 ul wlwllu?l1- =4w1. ••• .1. y. controllalled?i backhce. or hydraulicdtredge)? ,Ja 1k t"t C? ?` S, TC'/vCL' ?e? I C 0.f G _- c. (i) Will navi ationai aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to prciec! ?Yes 0*r'-0NA sital' ?Yes CE ?NA (ii) If yes. explain what type and how they wiil be implemented. (ii) if yes, explain steps that will be taken to avoid or minimize environmental impacts. 1 Data Appl' a?+t Name J' t Si Project Name _ Applican azure ?, Form DCM MR-4 STRUCTURES (Construction within Public 'trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project, Please include all supplemental information, 1. DOCKING FACILITY/MARINA CHARACTERISTICS a. (i) Is the docking facility/marina: ?Commercial ?Public/Government PrivateleQrrtfne O r c. (i) Dock(s) and/or pier(s) (ii) Number (iii) Length i (iv) Width V (v) Floating ?Yes No e. (i) Are Platforms included? ?No If yes: (ii) Number (iii) Length p (iv) Width 4 (v) Floating ?Yes do Note. Rooted areas are calculated from dripline dimensions. g. (i) Number of slips proposed (ii) Number of slips existing D i. Check the proposed type of suing: ? Land cut and access channel ?Open water; dredging for basin and/or channel ? en water: no dredging requited 14 Other; please describe: opc»w?n1 ?? _ k. Typical boat length: 2q, m. (i) Will the t itity have tie pilings? ?Yes No (ii) If yes number of tie pilings? Jes ?This section not applica, b. (i) Will the fac* ty be open to the general public? ?Yes No d. (i) Are Finger P iers included? Yes ?No If yes: (ii) Number ^^ (iii) Length a [l (iv) Width C J $ (v) Floating es ?2 I. (i) Are Boatlifts included? ?No Yes if yes: all (ii) Number (iii) Length (rv) Width h. Check all the types of services to be provided. ? Full service, including travel lift and/or rail, repair or maintenance service ? Dockage. fuel, and marine supplies ? Dockage ("wet slips") only, number of slips: [] Dry storage; number of boats: ? oat camp(s): number of boat ramps: tither, ple a describe: b i Describe lne typical boats to be served (e.g., open runabout. charter boats. sail boats. mixed types). VAAEA "A #"I (i) Will the (ac 1.1 be open to the general public? ?Yes No ?2. DOCKING FACILITY/MARINA OPERATIONS a. Check each of the following sanitary facilities that will be included in the proposed project. ? Office Toilets Q Toilets for patrons: Number: Location. ? Showers ? Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. c. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled? e. (i) Give the location and number of "No Sewage Discharge' signs proposed. (ii) Give the location and number of "Pumoout Availabie * signs proposed. f. Describe the special design, if applicable, for containing industrial type pollutants. such as paint, sandblasting waste and petroleum products. o. Where will residue from vessel maintenance be disposed of? h Give the number of channel markers and "No Wake' signs proposed i. Give the location of fuel-handling facilities, and describe the safety measures ptanned to protect area water quality. 1. What will be the marina policy on overnight ano live-aboard dockage? k. Describe design measures that promote boat basin flushing? I If this project is an expansion of an existing marina. what types of services are currently provided? section not applicable m. Is the marinaldocking facility proposed within a primary or secondary nursery area? OYes ONo n. is the manna/docking facility proposed within or adjacent to any shellfish harvesting area? OYes ONo o. Is the marinaidocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. OCW OSAV OSB OWL QNone p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes . ONo If yes.-give the name and address of the leaseholder(s), and give the proximity to the lease. 3. BOATHOUSE (including covered tiffs) IN (gThis section not applicabr a. (i) Is the boathouse structure(s): OCommercial OPublic/Government OPrivate/Community (ii) Number (iii) Length (iv) Width Note: Roofed areas are calculated from dnp!me dimensions. ?4. GROIN (e.g., wood, sheetpile, etc. if a rick groin, use AJP-2, Excavation and Fill.) his section not applicabr (i) Number (ii) Length (iii) Width 5. BREAKWATER e?,-wood. sheet pile, etc-) -7 This section not a licabi a Length o Average distance from NI-1W. NWL. or wetlands c. Maximum distance beyond NHW. NWL or wetlands 1 6. MOORING PILINGS and BUOYS 17 A This section not applicabl a. Is the structure(s): ?Commercial OPublic/Government ?Private/Community b. Number Distance to be placed beyond shoreline Note. This should be measured from marsh edge, if present. d. Description of buoy (color. inscription. size, anchor. etc.) e. Arc, of the swing 7. GENERAL a. Proximity of structure(s) to adjacent riparian property lines Note: For buoy or mooring piling. use arc of swing including length of vessel. c. Width of water body e. (i) Will navVN nal aids be required as a result of the project? ?Yes ?NA (ii) If yes, explain what type and how they -Mll be implemented b. Proximity of structure(s) to adjacent docking facilities. 3a' d. Water death waterward end of structure at NLW or NWL - V NC 18. OTHER ?T'his section not applicabt a. Give complete description la x /a,' L d? Nv?iurt G vas' ono SAX j 1ann tr-pi, Taw 3 DELI Date Project Name tY Fz4AI Appti?t Nam Applicant Sign lure SITE MAP NOT TO SCALE 1 I LOT 4 FIGURE 1 SEmoN 10 LOT 3 ` M.B. 13 PG. 47 FIGURE SECTION 10 M.B. 13 PG. 47 I 06, 1 ?a'`'?ti ? ? 40, 00 qmw FIGURE ,to I-ool SECTION 10 M.B. 13 PG. 47 TOP OF FIRE FIYDRANf ELEV. 14.32 ELEV. 11.89' &8 bb I i ? N I z i L -- _ - ECM BEACH ROAD ?. %\ ? 1 4 4 '41 mrrx Rn N pAOE'S ?e 1y C, LOCATION MAP S NOT TO SCALE NE RD l 1Zis5?h? a?,2 ?i,»?art. fZG ?e?>i??1WlJ ^! I/Gtr Df(3pi,Ja?; CJ f S"x2z' F&S Marine Contractors, Inc. Complete Marine Construction Services For Over 32 years! CAPT. ED FLYNN DURWOOD SYKES Piers, Floating Docks, Pilings, Bulkheads, Boat Lifts, House Pilings, Repairs P.O. Box 868 Phone/Fax: (910) 256-3062 Wrightsville Beach, NC 28480 email: efly@msn.com of ? ?zs bi? T I r f ,, ! i --- ID' U/ fit, UCff'L>/"??-? ?'K? ,/ I /en-No, /S 'C-F r t X -9.1 X -9.2 efeb VAlQT1Vh ?. X-9.1 X-9.1 X-9.1 X -9 X-9.1 .. X -9.1 N 38'3212 E Ztbefv /11:72 15m, 1 5.00' F I -8.1 X -7.8 X-8.4 I -8.4 i X -8.4 I X-8.8 X-8.1 I I I I.? X-6.7 I I X-8.7 TING DOCK `"" _ ._ -1 1 X115 1V X-&f I ,N pm) X X0.9 is! i II Z X -4.8 i ? 42 X-3 X-0.2 I ? MLW ELEV. 0.0' (MLW DIATW) AILW E. 2.43' I (NAVD 88) i ? I g iur 9 `,-,2S ' i r' 22 "Flw x( I MW ELEV. I (WW UATU i(w DREDGED BAST TO MASONS CHANNEL EBB - FLO??v X -9.1 X -9.1 X-9.1 I ISM 1 t50o' i I I ? I x-esl 1 ( ?. X -e.7 x-8.0 x-8.7 X Q? I I X-a.0 I X I ?? I G i I PILING (tYPICr (too( 00 6.0x ( FLOA11NG DOCK Fl in X0.5 IZ?xl6 PaU;c?cN 13' J? . AC, L 54111 - S ie ? x -5.5 -5-OX -1 X -2.7 -1.8X l X -0.4 j? X- XOL i RAMP EIP I a Ph N e, Zwlj ?JUG. /4,w, A4i.'I-,' r1,0A ?IJL?' t? -17 RI -11- tl 11 F&S Marine Contractors, Inc. Complete Marine Construction Services For Over 32 years! CAPT. ED FLYNN DURWOOD SYKES Piers, Floating Docks, Pilings, Bulkheads, Boat Lifts, House Pilings, Repairs P.O. Box 868 Phone/Fax: (910) 256-3062 Wrightsville Beach, NC 28480 email: efly@msn.com dOld yt? ? LJ? f? ?a zdil) i2ll, i? G