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141-21 Colonna, Rebecca
Permit Class NEW STATE OF NORTH CAROLINA Department of Environmental Quality and Coastal Resources Commission Vermt"t for X Major Development in an Area of Environmental Concern pursuant to NCGS l 13A-1 18 X Excavation and/or filling pursuant to NCGS 113-229 Permit Number 141-21 Issued to Rebecca Colonna, 7 Corbett St., Wrightsville Beach, NC 28420 Authorizing development in. New Hanover County at adi. to AIW W, at 9 Corbett St., in Wrightsville Beach as requested in the permittee's application dated 9/20/21. including attached workplan drawings (4), SO-S1 both dated 9/17/21 and S2-S3 both dated 4/26/21. This permit, issued on October 20, 2021 , is subject to compliance with the application, (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation if these terms may be subject to tines, imprisonment or civil action; or may cause the permit to be null ano vota. Shoreline Stabilization — Bulkhead and Rin Rap 1) The bulkhead shall be constructed in accordance with the alignment depicted on the attached workplan drawings. 2) No vegetated wetlands or open water shall be excavated or filled, even temporarily, outside of the approved bulkhead alignment. 3) The alignment of the authorized bulkhead and rip rap shall be staked by the permittee and verified by a representative of the Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the alignment to be re -staked by permittee and verified by DCM within a maximum of 30 days prior to the new expected start of construction. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. 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, 2024 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 DEQ and the Chair of the Coastal Resources Commission. Braxton C. Davis. Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Rebecca Colonna Permit No. 141-21 Page 2 of 3 ADDITIONAL CONDITIONS 4) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles, or other suitable materials approved by Division personnel. 5) The bulkhead shall be constructed prior to any backfilling activities. 6) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the structure. 7) This permit does not authorize any excavation waterward of the approved alignment. 8) The fill material shall be clean and free of any pollutants except in•trace quantities. 9) Unless altered herein, all backfill material shall be obtained from a high ground source and confined behind the permitted bulkhead. 10) No backfill material is to be placed within 30 feet of the normal high-water level, except that which will be used to backfill the area behind the permitted bulkhead. 11) All fill material to be placed below normal high-water level shall be confined behind the permitted bulkhead. Boat Ramp 12) Unless specifically altered herein, this permit authorizes one concrete boat ramp, as indicated on the attached workplan drawings. 13) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact waters of the State or waters that will enter waters of the State. 14) Placement of fill materials below normal water level shall be limited to the ramp structure. 15) Excavation and ground disturbing activities, associated with the placement of the boat ramp, above and below the normal water line shall be limited to that absolutely necessary to establish adequate ramp slope and provide a ramp no greater in size than specified in the attached permit application and workplan drawings. USACE Conditions 16) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein. The guidelines can be found at https://www.fws.aov/raleigh/pdfs/ManateeGuidelines20l7.gddf. Rebecca Colonna ADDITIONAL CONDITIONS Sedimentation and Erosion Control Permit No. 141-21 Page 3 of 3 17) In order to protect water quality, runoff from construction shall not visibly increase the amount of suspended sediments in adjacent waters. 18) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses or properties. 19) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately landward of the bulkhead cap immediately following completion of backfilling activities. General 20) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the written approval of the Division of Coastal Management. 21) All construction debris associated with the removal or construction of the permitted development shall be contained within the authorized project area and disposed of in appropriate waste receptacles in an upland location. 22) The permittee and/or his or her contractor shall meet with a representative of the Division prior to project initiation. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE: The U.S. Army Corps of Engineers authorized the project by way of Nationwide Permit 3 (Action ID SAW-2012-00472). NOTE: 'The N.C. Division of Water Resources authorized the proposed project by way of General Water Quality Certification 4175 and assigned the project DWR Project No. 2021-0878. NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (910) 796-7215 prior to the commencement of any such activity for this determination. The permittee is further advised that many non -water dependent activities are not authorized within 30 feet of the normal high-water level. NOTE: An application processing fee of $400 was received by DCM for this project. This fee also satisfied the Section 401 application processing fee requirements of the Division of Water Resources. If # B1(0/m ,0til (t I 9417,( DIVISION OF COASTAL MANAGEMENT Application Processing Notes Applicant: Ce lonnot Type: (Check all that apply) New J Major Mod _ Permit# _ Minor Mod Renewal Permit Coordinator: 1�001mr Field Representative: 51k5 Date Time CAM �o e-,A vAr Transfer Message rec¢i�ed to MNG_ .,1 1OOtW,rtJgA u.p La e_ w/ rcP �Ja((L ct rAwc, �a/ l Kr' a �.7dt,(,r. ` // 5fAi0 6� ma,( (OC2 Wt4- Jµt Orc%f-b�� KG� i�tAc Il �� ti•��� �c — t�ii'cc1�`�'� Wcpe� �A. `.X��4 DCM Coordinator: �D� Permit #: MAILING DISTRIBUTION SHEET Permittee: ;PeU4w t!Qlo 104 7 eor 6sf S'I 641svrlle_ ?-ac (7 A� C ?-eq O Agents: ir6Cylam-e g udAtzp• c'd•-f Rey � t/l �rK ixs0%N .!o✓( DCM Field Offices Elizabeth City Washington (with revised work plan drawings) Morehead City'(OBJECTIONS ) A r4 US ALOE Offices: Washington: Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans, Tyrrell) Josh Pelletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington) Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico) Bill Biddlecome (NC DOT -Remainder ECity/Washington District) Wilmington: Greg Curry (Brunswick, New Hanover) Liz Hair (Carteret, Onslow, Pender) Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender) Cultural Resources: Public Water Supply: Marine Fisheries: NC DOT: Shellfish Sanitation: State Property: DEMLR/DWR: Washington: Wilmington: Wildlife Resources: Natural Heritage Program Renee Gledhill -Earley at Environmental. Review@ncdcr.gov Heidi Cox (WIRO) Kim Harding David Harris Shannon Jenkins / Sharon Gupton Tim Walton / Mike Moser Sheri Montalvo / Shelton Sullivan Chris Pullinger - 401 Tina Martin - 401 Clif Whitfield (WARD) Jimmy Harrison Roger Thorpe-Stormwater Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck, Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington) Holley Snider - 401 (Carteret, Onslow, Pender, Brunswick, New Hanover) John Perry - 401 (TBD) Christine Hall - Storm-4ater Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender) Maria Dunn (WARD) Rodney Butler j LPO: I 1,ri'sa4 iy�Gcl� (NCDOT) Travis Wilson ocM MP4 APPLICATION for Major Development Permit (last revised 12127106) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/LandownerInformation Business Name N/A Project Name (if applicable) Applicant 1: First Name Rebecca MI Last Name Colonna Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 7 Corbett Street PO Box City Wrightsville Beach State NC ZIP 28420 Country us Phone No. 919-412-8401 ext. FAX No. Street Address (A different from above) City State ZIP Email rebcolonna@yahoo.com 2. Agent/ContractorInformation Business Name Stature Engineering, P.C. Agentl Contractor 1: First Name MI Last Name Everett (E.B.) Pannkuk, PE Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City Slate PO Box 1429 Carolina Beach NC ZIP Phone No. 1 Phone No. 2 28428 910 - 622 - 5261 ext. ext. FAX No. Contractor # N/A Street Address (if different from above) City State ZIP 607 Columbia Avenue Carolina Beach NC 28428- Email EB@StatureEngineering.com in <Form continues on back> SEP 2 0 2021 252-808-2806 :: 1-808-4RCOAST :: �vww.vccc®as@alwearo a0ee oroe ro4.oaeS EPP SEECTION MID Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # New Hanover 9 Corbett Street Subdivision Name State Zip N/A 7wCrlghtsvilleBeach NC 28420 - Phone No. Lot No.(s) (if many, attach additional page with list) 919 - 412 - 8401 ext. R06318-001-009-000, I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project N/A Intercoastal Waterway c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ❑Manmade []Unknown Atlantic Ocean e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed Was ❑No work falls within. Wrightsville Beach 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.fl.) 80 feet 15,682 at of land c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high wateo or 0.36 acres, I I NWL (normal water level) (If many lot sizes, please attach additional page with a list) 4' ®NHW or ❑NWL e. Vegetation on tract Residential lawn. f. Man-made features and uses now on tract Boat ramp, pier, gazebo, floating dock, and two boat slips. g. Identify and describe the existing land uses adiacent to the proposed project site. Pier, gazebo, floating dock, boat slips. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? R-1 (Attach zoning compliance certificate, if applicable) ®Yes ❑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 []No ®NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA National Register listed or eligible property? <Form continues on next page> SEP 2 0 2021 252-888-2808 :: 1-888-4RC®AST :: www.nccoastaImar T1F0N `D Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (I) Are there wetlands on the site? ❑Yes NNo (ii) Are there coastal wetlands on the site? []Yes NNo (III) If yes to either (1) or (ii) above, has a delineation been conducted? ❑Yes NNo (Attach documentation, if available) n. Describe existing wastewater treatment facilities. Surface runoff. o. Describe existing drinking water supply source. Public water. p. Describe existing storm water management or treatment systems. N/A. Open water. 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment NPrivatelCommunity, b. Give a brief description of purpose, use, and daily operations of the project when complete. This project will add a bulkhead to protect the existing shoreline from future erosion. It also includes maintenance and shoreline protection of an existing boat ramp. The daily operations will remaing the same - residential waterfront amenities. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. This project will be performed with a mini excavator. Construction hours will be Monday - Saturday from 8:00 am - 6:00 pm and will meet all local jurisdiction requirements. r d. List all development activities you propose. Install a bulkhead along the property line to protect an existing residence from erosion and undermining. There will be rip rap protecting the shoreline at one end of the bulkhead. The project also includes maintenance and shoreline protection for an existing boat ramp. e. Are the proposed activities maintenance of an existing project, new work, or both? Both. Anew bulkhead and maintenance of existing boat ramp. f. What is the approximate total disturbed land area resulting from the proposed project? 505 residential yard NSq.Ft or ❑Acres g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. The existing discharge is surface flow. This will not change as a result of this project. I. Will wastewater or stonnwater be discharged into a wetland? ❑Yes NNo ❑NA If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ❑NA j. Is there any mitigation proposed? []Yes ❑No [DNA If yes, attach a mitigation proposal. <Form continues on back> SEP 2 0 2021 252-808-28e8 :: 1-888-4RC®AST :: www.nccoastagmanageement.net�tt O'® M Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application instruction booklet on how to property prepare the required items below.. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name David E. Rodger Etal Phone No. Address 204 Water Street, Wrightsville Beach, NC 28420 Name Roger D and Pamela Y Teague Phone No. Address 12 Corbett Street, Wrigthsville Beach, NC 28420 Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and Issuing dales. h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date _September 20, Signature Print Name Everett (EB) Pannkuk Please indicate application attachments pertaining to your proposed project. ®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development fPAF� a®A� ❑RCE6aDCM MP-4 Structures Information Ci SEP 2 0 2021 252-808-2808 -. 1-888-4RCOAST -- www.nccoastailman R as—r11 uErCTION M HID Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization Length 10, 1' Width 10, 13' Avg. Existing NA NA Depth Final Project NA NA Depth 1. EXCAVATION ®This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL []None (ii) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area. c. (i) Do you claim title to disposal area? ❑Yes []No ❑NA (ii) If no, attach a letter granting permission from the owner e. (1) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL []None (ii) Describe the purpose of disposal in these areas: d. High -ground excavation in cubic yards. This section not applicable b. Dimensions of disposal area. d. (i) Will a disposal area be available for future maintenance? ❑Yes ❑No ❑NA (ii) If yes, where? f. (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (ii) If yes, how much water area is affected? SEP 2 0 2021 252-808.2808 :: 1.888-411C®AST :: cvkvw.nccoastzlnoanas ment.n_et, I . J 1 Fovirn DCM MP-2 pxcavartion and F160, Page 2 OAF 3) 3. SHORELINE STABILIZATION ❑This section not applicable (If development is a wood groin, use MP-4 — Structures) a., Type of shoreline stabilization: b. Length: 70' ®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:_ Width: 7.5' c. Average distance waterward of NHW or NWL: 7.33' d. Maximum distance walerward of NHW or NWL: 11.75' e. Type of stabilization material: Vinyl bulkhead g. Number of square feel of fill to be placed below water level. Bulkhead backfill 505 Riprap 13 Breakwater/Sill_ Other_ I. Source of fill material. TBD - to be approved by Wrightsville Beach Town ordinance f. (1) Has there been shoreline erosion during preceding 12 months? ®Yes []No. ❑NA (ii) If yes, state amount of erosion and source of erosion amount information. 505 sf of erosion. Based on CAMA NHW delineations. See submitted survey. It. Type of fill material. Clean select sand fill 4. OTHER FILL ACTIVITIES This section not applicable (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? ®Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW), If yes, (ii) Amount of material to be placed in the water 35 sf concrete (ii!) Dimensions of fill area 10'x10' (iv) Purpose of fill 4" concrete overlay to repair the boat ramp. a. How will excavated or fill material be kept on site and erosion controlled? Fill will be placed behind a new bulkhead. Vegetation will be planted for erosion control. c. (I) Will navigational aids be required as a result of the project? []Yes NNo ❑NA (11) If yes, explain what type and how they will be implemented. suomergee aquatic veyemtiun kar v), snen uuaulu too), u, other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV _ ❑SB ❑WL NNone (ii) Describe the purpose of the fill in these areas: b. What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Fill will be brought in by dump truck and will be spread with a Bobcat. d. (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes NNo ❑NA (1i) If yes, explain steps that will be taken to avoid or minimize environmental impacts. 9/2012021 RECEIVED Dale 9 Corbett Street Bulkhead Project Name E.B. Pannkuk, PE Applicant Name Applicant Signature SEP 2 0 2021 252-808.2608 -: 9.888.4RCOAST :: vawrvv.ncca s4a@mamagement,net ❑evised: 12126/06 Form DCM MP-2 (Excavation and Fill, Page 3 o9 3) SEP 2 0 2021 MP SECTION MHD 252-808-2808 :: 7.888.4RCO.ASY :: wwrev.nceaastalmanaraement.net revised: 12/26106 Bodnar, Gregg From: Sent: To: Cc: Subject: Afternoon Mr. Pannkuk, Bodnar, Gregg Thursday, September 16, 2021 1:57 PM eb@statureengineering.com Elks, Katharine B RE: [External] RE: 9 Corbett Street I wanted to touch base with you from the permit process side of things and give you an update. If Katherine has not touched base with you I'm sure she will soon with next steps. I have seen the updated survey and using that to update the workplans will clarify things significantly. The revised workplans will require the immediate neighbor to be re - notified. This is important when changing the original design and protects the applicant in case there are any neighbor issues. If you re -notify the neighbor via certified mail then we must wait for 30 days from the re -notification to give the neighbor time to provide any comment. If you are able to provide the neighbor with a riparian notification form and get their signature and statement of no objection then we can move forward and will not need to wait for the 30 days to pass. The redesign and notification will require the project to be placed on hold, effective September 16, 2021 until such as time as the workplans are updated and the neighbor is re -notified with the updated plans. This hold will also include the time for re -notification has elapsed or a signed statement of no object is obtained from the neighbor and supplied to the office. We will still process the application and provide the updated plans to the necessary agencies so their files are updated. Though I do not foresee any issues with the redesign, I will keep in touch if any additional comments come in. If you have any questions please do not hesitate to call, Gregg Gregg Bodnar Assistant Major Permits Coordinator Division of Coastal Management Department of Environmental Quality 252 WS 2M ext 215 (Offke) Gre nazr.tov Email correspondence to and from this address is subject to the North Carolina Public Records taw and may be disclosed to third parties. From: Elks, Katharine B <katharine.elks@ncdenr.gov> Sent: Wednesday, September 15, 2021 11:20 AM To: eb@statureengineering.com Cc: Bodnar, Gregg <gregg.bodnar@ncdenr.gov> Subject: RE: [External] RE: 9 Corbett Street Hello EB, The pending CAMA Major Permit application for the Colonna property at 9 Corbett Street will be put on hold until we receive the updated drawings. Let me know if you have any questions. Thanks, Katharine Elks Katharine Elks Field Representative - Wilmington Regional Office NC Division of Coastal Management Department of Environmental Quality (910)796-7424 127 Cardinal Drive Ext Wilmington, NC 28405 " l othing r Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: eb@statureengineering.com <eb@statureenginee ring.com> Sent: Wednesday, September 8, 20218:55 AM To: Elks, Katharine B <katharine.elks@ncdenr.gov> Subject: RE: [External] RE: 9 Corbett Street CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Katharine, I am waiting on an updated survey. As soon as it is complete, I'll send the CAMA permit application again. Thank you, EB Stature Engineering, P.C. 910-622-5261 From: Elks, Katharine B <katharine.elks@ncdenr.gov> Sent: Wednesday, September 8, 2021 8:47 AM To: eb@statureengineering.com Subject: RE: [External] RE: 9 Corbett Street Good Morning EB, Any word on the application updates requested? The Morehead City office will need place the project on a hold until they are received. Thanks, Katharine Elks Katharine Elks Field Representative -Wilmington Regional Office NC Division of Coastal Management Department of Environmental Quality (910)796-7424 127 Cardinal Drive Ext Wilmington, NC 28405 j ^Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: eb@statureeneineerina.com <eb@statureeneineerina.com> Sent: Monday, August 30, 20218:55 AM To: Elks, Katharine B <katharine.elks@ncdenr.eov> Subject: RE: [External] RE: 9 Corbett Street CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to I will work on it. Thank you, EB Stature Engineering, P.C. 910-622-5261 From: Elks, Katharine B <katharine.elks@ncdenr.¢ov> Sent: Monday, August 30, 20218:30 AM To: eb@statureeneineerine.com Subject: RE: [External] RE: 9 Corbett Street Good Morning EB, Per the Assistant Major Permit Coordinator in Morehead City we'll need updated plans showing the correct alignment and property line. If rip rap is still associated with it that needs to be on the MP-2. We will need to send those updated drawing out to agencies but we expect a quick turnaround and don't foresee any issues. Let me know if you have any questions. Thanks, Katharine Elks Katharine Elks Field Representative - Wilmington Regional Office NC Division of Coastal Management Department of Environmental Quality (910)796-7424 127 Cardinal Drive Ext Wilmington, NC 28405 othing Compares. -,- - Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: eb@statureenaineerina.com <eb@statureeneinee ring.com> Sent: Friday, August 27, 20215:44 PM To: Elks, Katharine B <katharine.elks; ncdenr.¢ov> Subject: [External] RE: 9 Corbett Street CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Soam. Katharine, Apparently the permit application was made with an old survey. The adjacent bulkhead was apparently replaced outboard of the old wall. The new wall (and waler) is on the property line. How do you want us to handle? A new survey? Show the new wall outboard of the first wall? Thank you, EB Stature Engineering, P.C. 910-622-5261 From: Elks, Katharine B <katharine.elks@ncdenr.gov> Sent: Tuesday, August 24, 2021 1:50 PM To: eb(@statureeneineering.com Subject: 9 Corbett Street Hi EB, After talking to our assistant major permit coordinator we would like you to revise the MP-2 to include the riprap fill. The specific sections to edit are as follows: section 3- a), g), and h). They would also like a short narrative about how the rock will be installed since that wasn't in the original narrative. Thanks, Katharine Elks Katharine Elks Field Representative - Wilmington Regional Office NC Division of Coastal Management Department of Environmental Quality (910)796-7424 127 Cardinal Drive Ext Wilmington, NC 28405 --':%'Nothring Compares -,-,- Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. DIVISION OF COASTAL MANAGEMENT APPLICATION TRANSMITTAL AND PROCESSING RECORD APPLICANT: Rebecca Colonna COUNTY: New Hanover PROJECT NAME: 9 Corbett Street Bulkhead RECEIVED LOCATION OF PROJECT: 9 Corbett St, adj. to Banks Channel in Wrightsville Beach JUN 11 2021 DATE APPLICATION RECEIVED COMPLETE BY FIELD: 6-4-21 FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: N/A DCM-MHD CITY FIELD REPRESENTATIVE: Elks DISTRICT OFFICE: WILMINGTON DISTRICT MANAGER REVIEW: B) DATE RECEIVED BY MAJOR PERMITS UNIT: APPLICATION ASSIGNED TO: Bodnar PUBLIC NOTICE REC'D: 6-14-21 ADJ. RIP. PROP NOTICES REC'D: C) 75 DAY D LINE: 8-18-21 HOLDS: 410(7-( " lc'llBtL FEE RECD: $400 (60140)#I80 END OF NOTICE DATE: 7-5-21 DEED RECD: Yes 150 DAY DEADLINE: u L( lL(3 i( MAIL OUT DATE: 6-10-21 STATE DUE DATE: 7-5-21 PERMIT FINAL ACTION: ISSUE DENY AGENCY DATE COMMENTS RETURNED OBJECTIONS: YES NO NOTES DCM - Field Rep $�t tcr� el r DCM - LUP Consistency Determination Local Permit Officer `7t�t/21 )c Z02%-087v Corps of Engineers - Regulatory Branch /� Z z - 7Z ,t(� 30, &*&c DWR-401 Section DWR- PublicWaterSupply DEMLR - Stormwater DEMLR - Sed and Erosion DOA - State Property Office t Wildlife Resources Commission ? b DMF - Shellfish Section uy K q DMF - Habitat & Enhancement DNCR - Archives & History l5 Z DNCR - Natural Heritage Program NCDOT NC Dept of Commerce RECOMMENDATIONS FOR 9 Corbett Street, Rebecca Colonna 61812021 It appears that the project is CONSISTENT with the use standards set forth in 15A NCAC 07H .0208(b)(7)(D), which says: (D) Bulkheads shall be permitted below normal high water or normal water level only when the following standards are met: (i) the property to be bulkheaded has an identifiable erosion problem, whether it results from natural causes or adjacent bulkheads, or it has unusual geographic or geologic features, e.g. steep grade bank, which will cause the applicant unreasonable hardship under the other provisions of this Rule; (ii) the bulkhead alignment extends no further below normal high water or normal water level than necessary to allow recovery of the area eroded in the year prior to the date of application, to align with adjacent bulkheads, or to mitigate the unreasonable hardship resulting from the unusual geographic or geologic features; (iii) the bulkhead alignment will not adversely impact public trust rights or the property of adjacent riparian owners; (iv) the need for a bulkhead below normal high water or normal water level is documented by the Division of Coastal Management; and (v) the property to be bulkheaded is in a non -oceanfront area. This office has no objection to the proposed work, provided it is consistent with all other local, state, and federal permitting requirements. Any permit issued should include standard conditions for bulkheads. RECEIVED JUN 11 2021 DCM-MHD CITY ROY COOPER Govemor JOHN NICHOLSON Interim Secretary BRARTON DAVIS Director June 9, 2021 NORTH CAROLINA Environmental Quality FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEO - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 28557 Fax: 252-247-3330 (Courier 11-12-09) greac. bodnar2D.NCDENR. gov SUBJECT: Dredge & Fill Applicant: Rebecca Colonna Project Location: 9 Corbett Street, adj. to Banks Channel, Wrightsville Beach, New Hanover County. Proposed Project: Proposal to construct a vinyl bulkhead an average of 7.5' below NHW and reinforce and repair the existing boat ramp. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Gregg Bodnar at the address above by July 1, 2021. If you have any questions regarding the proposed project, contact Katharine Elks at(910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: PRINT NAME AGENCY SIGNATURE DATE x This agency has no objection to the project as proposed. *"Additional comments may be attached** 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. Mark Brown Public Water Su `' 4ccftf. 6-17-21 RECEIVED J U N 2 1 2021 PAP SECTION MWID North Carolina Department of Environmental Quality I Division of Coastal Management Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 29405 wyammr�rw��mmmn\ 910.796.7215 ROY COOPER Governor JOHN NICHOLSON Interim secretory BRAXTON DAMS Director June 9, 2021 MEMORANDUM NORTH CAROLINA Envtronmental Quality FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 28557 Fax: 252-247-3330 (Courier 11-12-09) Aredo. bod nar@,NCDEN R. Dov SUBJECT: Dredge & Fill Applicant: Rebecca Catarina Project Location: 9 Corbett Street adj. to Banks Channel, Wrightsville Beach, New Hanover County. Proposed Project: Proposal to construct a vinyl bulkhead an average of 7.5' below NHW and reinforce and repair the existing boat ramp. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Greotj Bodnar at the address above by July 1, 2021. If you have any questions regarding the proposed project, contact Katharine Elks at (910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: Y% This agency has no objection to the project as proposed. "Additional comments may be attached" 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. PRINT NAME Ge 2 I S I AGENCY NC LPL L 05 Cp /62 I p.Ue SIGNATURE M A k� 2� 0-/t 5) e r RECEIVED JUN 2 8 2021 DATE 6f'2g[%1 North Carolina Department of Environmental Quagty I Division of Coastal Management Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 29405 910.796.7215 ROY COOPER Governor JOHN NICHOLSON interim Secretary BRAXTON DAVIS Director June 9, 2021 MEMORANDUM NORTH CAROLINA Environmental Quality FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 28557 Fax: 252-247-3330 (Courier 11-12-09) g regg. b od n a r(a) N C D E N R.g ov SUBJECT: Dredge & Fill Applicant: Rebecca Colonna Project Location: 9 Corbett Street, adj. to Banks Channel, Wrightsville Beach, New Hanover County. Proposed Project: Proposal to construct a vinyl bulkhead an average of 7.5' below NHW and reinforce and repair the existing boat ramp. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Gregg Bodnar at the address above by July 1, 2021. If you have any questions regarding the proposed project, contact Katharine Elks at (910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached" X 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. PRINT NAME Shannon Jenkins RE EIVED AGENCY NC DMF - Shellfish Sanitation and RWQ JUN 2 6 2021 SIGNATURE for Shannon Jenkins SAP SECTION MHD DATE 06/28/2021 �wmDEQ� North Carolina Department of Environmental Quality I Division of Coastal Management Wilmington Orrice 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405 910.796.7215 ROY COOPER Governor JOHN NICHOLSON Interim Secretary BRAXTON DAVIS Director June 9, 2021 MEMORANDUM. NORTH CAROLINA Environmental Quality FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 28557 Fax: 252-247-3330 (Courier 11-12.09) greoo.bodnar NCDENR pov SUBJECT: Dredge & Fill Applicant: Rebecca Colonna Project Location: 9 Corbett Street, adj. to Banks Channel, Wrightsville Beach, New Hanover County. Proposed Project: Proposal to construct a vinyl bulkhead an average of 7.5' below NHW and reinforce and repair the existing boat ramp. Please indicate below your agency's position or viewpoint on the_proposed project and rotum this form to Green Bodnar at the address above by July 1, 20211 If you have any questions regarding the proposed project, contact Katharine Elks at (910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached" X 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. PRINT. NAME Wanda Hilliard AGENCY: State Property Office SIGNATURE, l/ JUN 3 0 2021 DATE June 30.2021 North Carolina Department of Environmental Quality I Division of Coastal Management Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 ^'��� 910.796.7215 Received: 6/26/2021 Historic Preservation Office ROY COOPER Governor JOHN NICHOLSON Interim Secretary BRAXTON DAVIS Director June 9, 2021 NORTH CAROLINA Environmental Quallty Due: 7/7/2021 ER 21-1576 NC - SBA MEMORANDUM: 7/6/2021 FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 28557 Fax: 252-247-3330 (Courier 11-12-09) gregg.bodnar ZDNCDENR.gov SUBJECT: CAMA Applicant: Jodi Willis Project Location: 7 Backfin Point, adjacent to Figure Eight Island Canal, Wilmington, New Hanover County. Proposed Project: Proposal to replace and expand existing floating dock and add a second floating dock creating a total of four (4) slips. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Gregg Bodnar at the address above by July 1, 2021. If you have any questions regarding the proposed project, contact Katharine Elks at (910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** X 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. PRINT NAME Renee Gledhill -Earley AGENCY SIGNATURE Historic Preservation Office DATE 7/14/2021 JUL 1 5 2021 MP SECTION WD North Carolina Department of Environmental Quality I Division of Coastal Management Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405 om.m.n�m�wwemvm� �� 910.796.7215 ROY COOPER Governor JOHN NICHOLSON Interlm Secretary BRAXTON DAVIS Director June 9, 2021 MEMORANDUM NORTH CAROLINA EnvironmentalQuallty FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 26557 Fax: 252-247-3330 (Courier 11-12-09) g reo o. b o d n a f(aN C D E N R. o Ov SUBJECT: Dredge & Fill Applicant: Rebecca Colonna Project Location: 9 Corbett Street, adj. to Banks Channel, Wrightsville Beach, New Hanover County. Proposed Project: Proposal to construct a vinyl bulkhead an average of 7.5' below NHW and reinforce and repair the existing boat ramp. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Grego Bodnar at the address above by July 1, 2021. If you have any questions regarding the proposed project, contact Katharine Elks at (910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached" X 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. PRINT NAME Kimberlee Harding AGENCY NCDMF SIGNATURE �16� Yr DATE 07/14/2021 JUL 1 5 2021 RqP SECTION MIM North Carolina Department of Environmental Quality I Division of Coastal Management Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405 910.796.7215 ROY COOPER Governor JOHN NICHOLSON Interim Secretory BRAXTON DAVIS Director NORTH CAROLINA Environmental Quality June 9,2021 C'.2i.olv•il.D3 MEMORANDUM. FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 28557 Fax: 252-247-3330 (Courier 11-12-09) gregg. bodn ar(_NC DENR.aov SUBJECT: Dredge & Fill Applicant: Rebecca CoIona Project Location: 9 Corbett Street, adj. to Banks Channel, Wrightsville Beach, New Hanover County. Proposed Project: Proposal to construct a vinyl bulkhead an average of 7.5' below NHW and reinforce and repair the existing boat ramp. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Greaa Bodnar at the address above by July 1, 2021. If you have any questions regarding the proposed project, contact Katharine Elks at (910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached" 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. PRINT NAME Ma ri Z ! 13U.A A AGENCY 6'f'juc SIGNATURE ,.y 1.l i "''Y �.v # JUL 1 4 2021 MP SECTION MFID DATE North Carolina Department of Environmental Quality I Division of Coastal Management Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405 n m iavm-°ucq\je9 910.796.7215 To: Gregg Bodnar From: Michael Christenbury, Wilmington District Planner Subject: Consistency Determination, Major Permit Application, Rebecca Colonna, Wrightsville Beach — New Hanover County Date: August 6, 2021 Consistency Determination: „This project is consistent with the Wrightsville Beach Land Use Plan update. The applicant proposes to construct a vinyl bulkhead an average of 7.5 feet below normal high water and reinforce the existing boat ramp. The project is located at 9 Corbett Street, in Wrightsville Beach, New Hanover County. Areas of Environmental Concern (AFC's) impacted by the proposal are EW, ES and PTA. Waters at the project site are classified as SA-HQW and are not open to the harvesting of shellfish. The area is not a Primary Nursery Area. I have reviewed this proposal for consistency with the Town of Wrightsville Beach Land Use Plan and offer the following comments. The general area of the project is classified Low Density Residential, while the AECs impacted by the work are classified as Conservation. In general, the Town of Wrightsville Beach allows development in Low Density Residential/Conservation classified AECs which is consistent with the State's minimum use standards. The Town of Wrightsville Beach Land Use Plan contains some policies, which exceed the State's minimum use standards including those for piers and marinas. However, none of these more restrictive policies seem to be applicable to this project. This project is consistent with the Town of Wrightsville Beach Land Use Plan. Cc: File RELCM`69 E® AUG 6 2021 IVaP SECTION MHD U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2012-00472 County: New Hanover County U.S.G.S. Quad: Wrightsville Beach GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Rebecca Colonna RECEIVED Address: 7 Corbett Street WrightsvilleBeach, NC27614 AUG 1 1 2021 Telephone Number: Size (acres) Nearest Town Wriehtsville Beach NIP SECTION C��q� Nearest Waterway Banks Channel River Basin OnslowBav y�3b— s����O�Y� `19°n_L USGS HUC 03020302 Coordinates Latitude: 34.1920589361111 Longitude:-77.8099743611111 Location description: The site is located in Banks Channel at 9 Corbett Street in Wriehtsville Beach, New Hanover County. NC. Description of projects area and activity: The proposal is to construct a_ new vinyl bulkhead and to replace portions of wooden Please note, a Coastal Area Management Act (LAMA) permit authorization must be obtained from the North Carolina Division of Coastal Management (DCM) prior to commencing any work on this project. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ® Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Nationwide Permit Number: 3 Special Condition: In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all requirements therein. The guidelines can be found at http://www.fws.gov/nc-es/mammaUmanatee_guidelines.pd SEE ATTACHED NWP GENERAL AND REGIONAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application, information and drawings dated April 26, 2021. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at (910) 796-7215. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Gregory Currey at (910) 523-1151 or at Greeorv.E.Currev(d),usace.army.mil. Gregory E. G6r1egoryECurrrreyY RECEIVED Currey Date: 2021.08.11 Corps Regulatory Official: 11:44:33-000' Date: Aueust 11, 2021 Expiration Date of Verification: March 18, 2022 AUG 1 1 2021 A. Determination of Jurisdiction: �' P SECTION MHD 1. ❑ There are waters, including wetlands, on the above described project area that maybe subject to Section 404 of the Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States. 2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 4. ® A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may request an approved JD, which is an appealable action, by contacting the Corps for further instruction. 5. ❑ The aquatic resources within the above described project area have been identified under a previous action. Please reference the approved jurisdictional determination issued . Action ID: SAW- B. Basis For Jurisdictional Determination: C. Remarks: D. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above). If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps. of Engineers South Atlantic Division Attn: Philip Shannin, Appeal Review Officer 60 Forsyth Street SW, Room I OM15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. Gregory E. Digitally signed by GregoryE. Currey Currey Date: 2021.08.11 11:45:39 -04'00' Corps Regulatory Official: Gregory Currey Date of JD: Expiration Date of JD: The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at htttp://corl2smapu.usace.army.mil/em apex/f?p 136:4:0. Copies furnished by email: Everett Pannkuk (Stature Engineering) Katharine Elks (NC DCM) Gregg Bodnar (NC DCM) Holley Snider (NC DWR) RECSV D AUG 1 1 2021 POP OECTION MHD Action ID Number: SAW-2012-00472 Permittee: Rebecca Colonna County: New Hanover County Project Name: Bulkhead Replacement and Boat Ramp Modification Date Verification Issued: August 11, 2021 Project Manager: Gregory Currey Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Gregory Currey Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date AUG 1 1 2021 1411111111111111111 DocuSign Envelope ID: 93FB48E6-0436-4196-A8431AD7F4B78453 ROY COOPER Governor ELIZABETH S. BISER Secretary S. DANIEL SMITH Director Rebecca Colonna 7 Corbett Street Wrightsville Beach, NC 28480 NORTH CAROLINA Environmental Quality August 6, 2021 E I'Vn ' D AUG 2 c r D W R # 20210878 New Hanover County Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS 9 Corbett Street — Banks Channel Dear Mrs. Colonna: You have our approval for the impacts listed below for the purpose described in your application dated April 27, 2021, received by the Division of Water Resources (Division) June 10, 2021. The application proposes to construct a bulkhead with approximately 60S square feet of fill below high water. The proposed project is located adjacent to Banks Channel which are class SA;HQW waters by the DWR. These impacts are covered by the attached Water Quality General Certification Number 4175 and the conditions listed below. This certification is associated with the use of General Permit No. 198000291 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations. The Division has determined that the proposed project will comply with water quality requirements provided that you adhere to the conditions listed in the enclosed certification and to the additional conditions itemized below. The following proposed impacts are hereby approved. No other impacts are approved, including incidental impacts. [15A NCAC 02H .0506(b)) Type of Impact Amount Approved (units) Permanent Plan Location or Reference Stream N/A N/A 404/401 Wetlands N/A N/A Open Water/Shallow Bottom 0.01 acres (+/-605 sq.ft.) Narrative and sheets 1 thru 4 This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of this Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the D E Q� North Carolina Department of Environmental Quality I Division of Water Resources Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 Q 910.796,7215 DocuSign Envelope ID: 93FB48E6-D436-4196-A843-tAD7F4B78463 Colonna-9 Corbett St. 01010-, DWR20210878 Page 2 of 3 appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)]. If you are unable to comply with any of the conditions of the attached Water Quality General Certification or with the additional conditions itemized below, you must notify the Wilmington Regional Office within 24 hours (or the next business day if a weekend or holiday) from the time the permittee becomes aware of the circumstances. The permittee shall report to the Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. Additional Conditions [15A NCAC 02H .0507(c)]: 1. All backf ill material shall be obtained from a high ground source and confined landward of the permitted bulkhead. Citation:15A NCAC 02H .0501 and .0502 and 15A NCAC 02H .0506-(b)(1)-(3) Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. In determining that the proposed activity will comply with state water quality standards (including designated uses, numeric criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards or would result in secondary or cumulative impacts. 2. All backfill will consist of clean, earthen material free of any pollutants except in trace quantities. Metal products, organic materials, rock, concrete, bricks, or other non -earthen debris shall not be used. Citation: 15A NCAC 02H .0506-(b)(1)-(3) Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. In determining that the proposed activity will comply with state water quality standards (including designated uses, numeric criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards or would result in secondary or cumulative impacts. 3. Turbidity Standard The Permittee shall adhere specially to 15A NCAC 028.0222 Tidal Salt Water Quality Standards for Class SB Waters.(12) pH: shall be normal for waters in the area, which generally shall range between 6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is the result of natural conditions; (19) Turbidity: the turbidity in the receiving water shall not exceed 25 NTU; if turbidity exceeds this level due to natural background conditions, the existing turbidity level shall not be increased. [15A NCAC 02B .0222] Citation: 15A NCAC 02B .0211; 15A NCAC 02H .0506(b)(1); 15A NCAC 02H .0507(c) RZECENED AUG 2 6 2021 DocuSign Envelope ID: 93FB48E6-D4364196-A843-1AD7F4B78453 Colonna-9 Corbett St. DWR20210878 Page 3 of 3 Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided far in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity (including fishing, fish, and Primary Nursery Areas (PNAs)), wildlife, and secondary contact recreation]; and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5 This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding requirements for filing a Petition and Petition forms may be accessed at htto://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000. One (1) copy of the Petition must also be served to the North Carolina Department of Environmental Quality: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-160 This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H .0500. Please contact Holley Snider at 910-796-7215, Hollev.Snider@ncdenr.aov if you have any questions or concerns. Sincerely, CDocusisoedby- evtala sue,—rJl� E3AaA14ADrDD434... Morelia Sanchez -King Regional Supervisor DWR Wilmington Regional Office Enclosures: GC 4175 cc: Everett Pannkuk (via email) Greg Currey, USACE Wilmington Regulatory Field Office (via email) Maria Dunn, NCWRC (via email) DWR 401 & Buffer Permitting Unit RECEIVE® AUG 2 6 2021 ROY COOPER Governor JOHN NICHOLSON Interim Secretory BRAXTON DAVIS Director June 9, 2021 MEMORANDUM: NORTH CAROLINA Environmental Quallty FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 28557 Fax: 252-247-3330 (Courier 11-12-09) gregg.bodnar NCDENR.gov SUBJECT: Dredge & Fill Applicant: Rebecca Colonna Project Location: 9 Corbett Street, adj. to Banks Channel, Wrightsville Beach, New Hanover County. Proposed Project: Proposal to construct a vinyl bulkhead an average of 7.5' below NHW and reinforce and repair the existing boat ramp. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Greap Bodnarat the address above by July 1, 2021. If you have any questions regarding the proposed project, contact Katharine Elks at (910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. ,"Additional comments may be attached" 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. PRINT NAME AGENCY /Old✓ onF ff. I VED SIGNATURE AUG 2 5 2021 DATE ;P SECTION 6HD North Carolina Department of Environmental Quality I Division or Coastal Management ®EQVI� Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405 0MV0. a� /'� 910.796.7215 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Rebecca Colonna, c/o Everette B. Pannkuk 2. LOCATION OF PROJECT SITE: 9 Corbett Street, in Wrightsville Beach, New Hanover County. Latitude: 340 11'30.55" N, Longitude: 77048' 34.92" W 3. INVESTIGATION TYPE: D&F 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 2/3/2021 Was Applicant Present— Yes 5. PROCESSING PROCEDURE: Application Received — 4/29/2021 401 WQC Pre -Filing Date — 4/29/2021 Complete — 6/4/2021 30 day Pre- File deadline - 5/29/2021 Office — Wilmington i. SITE DESCRIPTION: (A) Local Land Use Plan — Town of Wrightsville Beach Land Classification From LUP — Low Density Residential (B) AEC(s) Involved: EW, ES, PTA Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing — Municipal Planned — NA (F) Type of Structures: Existing —Private 3 slip docking facility with a floating dock, boat lift, gazebo, and boat ramp Planned — Bulkhead and boat ramp repair (G) Estimated Annual Rate of Erosion: N/A Source - N/A HABITAT DESCRIPTION: [AREA] f�DDill�Cn v„LIJLJLU nLLCU IU h1tK stuarine Waters / Public Trust Area 505 ft2 on -Vegetated Wetlands (Open water) FF(C) 100 ft2 ther—High Ground (D) Total Area Disturbed: 605 ft2 / 0.014 acres (E) Primary Nursery Area: No (F) Water Classification: SA-HWQ Open: No 8. PROJECT SUMMARY: The applicant proposes to construct a vinyl bulkhead an average of ff e-f NR normal high water (NHW) and reinforce and repair the existing boat ramp. JUN 11 Ml DCM-MHD CITY 9 Corbett Street, Rebecca Colonna RECEIVED Page Two JUN 11 2021 9. PROJECT DESCRIPTION DCM-MHD CITY The project site is located at 9 Corbett Street, on Banks Channel, in the town of Wrightsville Beach, in New Hanover County. To locate the project site from the Wilmington Regional Office (WiRO), travel east approximately 3.0 miles on Eastwood Rd towards Wrightsville Beach. Cross the drawbridge and the Banks Channel bridge and take a right onto Waynick Boulevard. Travel approximately 1.2 miles on Waynick Boulevard, follow the road as it turns to the left and becomes Sunset Avenue, and then take a right at the stop sign onto South Lumina Avenue. Travel approximately 0.2 miles and take a right onto Corbett Street and the project location will be at the end of the street to the left. Currently, the property has an existing single family home, a 3 (three) slip private docking facility, and a private boat ramp. The project site is bordered to the south and east by existing single family homes. The parcel to the north of the project location is a street end with a stormwater pipe, owned by the Town of Wrightsville Beach. Banks Channel borders the property to the west. Elevation at the site averages approximately 4' above normal high water (NHW). The high ground portion of the property contains ornamental landscaping, lawn, and dune grasses. A sand beach approximately 30' wide at low tide is located along the approximately 80' shoreline of the property. The neighboring property to the south has a bulkhead located approximately 11.75' below NHW as marked by DCM personnel on 11/18/2020. The existing docking facility was authorized by State Permit # 44-12 on 5/9/2012, later modified on 10/1912015, and consists of a 6' by 81' access pier extending waterward into Banks Channel. The access pier is perpendicular to the shoreline for approximately 45', then angles to the south for 20' and then turns perpendicular to the shoreline again for an additional 15'. An access ramp extends from the fixed pier onto a 6' by 42' floating dock positioned perpendicular to the shoreline terminating in a 17' by 23' gazebo. A 5' by 14' floating finger pier extends parallel to the shoreline on the north side of the 6' by 42' floating dock approximately 6' from the landward end of the float. A 5' by 25' floating finger pier is attached to the end of the 4' by 14' float in a position perpendicular to the shoreline, creating a U-shaped configuration. A 12' by 12' boat lift is installed within the U- shaped dock and another boatlift measuring approximately 15' by 20' is installed on the north side of the 5' by 25' floating finger pier. The existing concrete boat ramp is located directly south of the access pier and measures approximately 10' wide and 30' long. Approximately 10' of the 30' length is located below NHW. No additional permit history was found for this site. The Town of Wrightsville Beach Land Use Plan classifies the area in the vicinity of the project area as Low Density Residential. The waters in the project area are classified as SA-HQW by the N.C. Division of Water Resources. They are not designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries, and they are closed to the harvest of shellfish. PROPOSED PROJECT The applicant proposes to construct a vinyl bulkhead an average of 7.5 feet below normal high water (NHW) and reinforce and repair the existing boat ramp. The applicant proposes to construct the vinyl bulkhead a maximum of 11.75' below NHW on the southern end of the property to tie into the neighboring bulkhead. The sheet pilings for the bulkhead would be tied into wingwalls installed along each side of the boat ramp, extending to the high ground above the NHW line. Additionally, sheet pilings will be installed along the waterward edge of the ramp cut down to grade for reinforcement against erosion. After the proposed boat ramp reinforcement the bulkhead would continue north angled landward toward the NHW line to the northern property boundary for an average of 7.5' below NHW. The proposed bulkhead would incorporate approximately 505 ftz of Estuarine Waters/Public Trust Area (see Sheet SO). The repairs and reinforcement of the existing boat ramp would include pouring a new 10' by 30', concrete slab 9 Corbett Street, Rebecca Colonna Page Three that is 4" thick. According to the application, to pour the new slab the vinyl sheet pilings placed around the boat ramp for support will be left at a height above NHW to act as a form and prevent contact with Estuarine Waters. Also, an anti -washout additive would be added to the concrete mix to prevent chemical components in the concrete from leaching. Additionally, the applicant would install a floating boom at the waterward end of the ramp until the concrete has cured. After curing the vinyl sheet piling would be cut flush to the grade of the boat ramp. Approximately 100 ft2 of the new concrete slab would be located below NHW. The footprint of the boat ramp would not be expanded (see Sheet S1). The applicant has performed 2 surveys in the past, an as -built in 2015 and a preliminary survey in 2018. Both show the shoreline has eroded and the high water line has migrated landward. (see Sheet S2 and S3). Based on the narrative the applicant believes the increased erosion is the result of the installation of the adjacent southern bulkhead. The bulkhead placement proposed matches the 2018 MHW line on the south side of the property with the alignment angling back to the current NHW line, 10. ANTICIPATED IMPACTS As proposed, the new bulkhead would extend a maximum of 11.75' and an average of 7.5' below NHW which, would result in the incorporation of approximately 505 ft2 of Estuarine Water/Public Trust Area. The new 10' by 30' boat ramp slab proposed in the existing footprint would have approximately 10' below NHW, resulting in approximately too ft2 of fill in Public Trust Area. The project area consists of Estuarine Shoreline, open water, and highground. There would be no impact to vegetated wetlands or SAV. Minor increases in turbidity should be expected during project construction. Submitted by: Katharine Elks Date: June 8, 2021 Office: Wilmington RECEIVED JUN I I NZI DCM-MHD CITY Stature Engineering, P.C. Structural, Marine, Historical Engineering and Construction Management NC Division of Coastal Management September 20, 2021 Attn: Katharine Elks Field Representative - Wilmington Regional Office 127 Cardinal Drive Ext Wilmington, NC 28405 Re: 9 Corbett Street— Bulkhead and Boat Ramp Maintenance Project Narrative Wrightsville Beach, NC Dear Katharine: The owner of 9 Corbett Street, Wrightsville Beach, Rebecca Colonna, has recorded recent erosion of her sound side property. This erosion appears to have begun immediately after her neighbors installed a new bulkhead. This CAMA permit request is to install a new bulkhead at the NHW line as marked by CAMA on November 2, 2018. This will require approximately 505 sf of fill behind the new bulkhead. Fill will consist of clean sand. The bulkhead will include a filter system behind the wall that will treat a portion of the runoff. The shoreline along one end of the bulkhead will be supported by 13 sf of riprap. The project also includes maintenance and shoreline protection for an existing concrete boat ramp. Boat ramp maintenance will include approximately 100 sf of fill. This fill consists of a 4" thick concrete overlay. Boat Ramp Maintenance construction method include: - The sheetpile protecting the edges of the boat ramp will extend above high tide to act as a form for the concrete. The sheetpile will be supported to stay in place during high tide. The sheetpile will not be removed until the concrete is cured. - The boat ramp concrete overlay mix design includes an anti -washout additive. This additive binds the concrete and all chemical components to prevent leaching into the water during curing. - The contractor will install a floating boom at the foot of the boat ramp until concrete curing is complete. The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief. The project proponent hereby request that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. We reserve the right to modify our conclusions and recommendations if new information becomes available. If you have any concerns, please feel free to contact us. Sincerely,ESSI 5 3347 RECEIVED 4 � �• �07 � STATURE ENGINEERING, P.C.' NC PE Firm License C-4719 SEP 2 0 2021 1Fr7' 13 ?0 ° Everett B. Pannkuk, P.E., SECB "' " \ NIP SECTION MHD P.O. Box 1429: Carolina Beach, NC 28428: Phone 910.622.5261 : web: htto://StatureEnoineering.com Contact Name * Contact Email Address* Project Owner* Project Name * Project County* Owner Address:* E.B. Pannkuk, PE EB@StatureEngineering.com Rebecca Colonna 9 Corbett Street Bulkhead New Hanover Street Address 7 Corbett street Address tine 2 Qy Wrightsville Beach Ratal / Zp OJde 28480 Is this a transportation project?* r Yes r No Type(s) of approval sought from the DWR: R 401 Water Quality Certification - r 401 Water Quality Certification - Regular Express W Individual Permit r Modification R Shoreline Stabilization Does this project have an existing project ID#?* r Yes r• No State / Ravoce / %gio i NC 0--ty t1SA Do you know the name of the staff member you would like to request a meeting with? Please give a brief project description below and include location information. * RECEIVED JUN 11 2021 DCM-MHD CITY RECEIVED APR 2 9 20,:1 DCM WILMINGTON, NC The owner of 9 Corbett Street, Wrightsville Beach has recorded recent erosion of her sound side property. This erosion appears to have begun immediately after her neighbors installed a new bulkhead. This permit request is to install a new bulkhead at the N-W line as marked by CAMA on November 2, 2018. This will require approbmately 505 sf of fill behind the new bulkhead. Fill wfll consist of clean sand. The bulkhead will include a filter system behind the wall that will treat a portion of the runoff. The project also includes maintenance and shoreline protection for an ebsting concrete boat ramp. Boat ramp maintenance will include apprwdmately 100 sf of fill. This fill consists of a 4" thick concrete overlay. Boat Ramp Maintenance construction method include: - The sheetpile protecting the edges of the boat ramp will extend above high tide to act as a form for the concrete. The sheetpile will be supported to stay in place during high tide. The sheetpile will not be removed until the concrete is cured. - The boat ramp concrete overlay ntix design includes an anti - washout additive. This additive binds the concrete and all chemical components to prevent leaching into the water during curing. - The contractor will install a floating boom at the foot of the boat ramp until concrete curing is complete. Please give a couple of dates you are available for a meeting. 5/s/2021 5/7/2021 5/12/2021 5/13/2021 5/14/2021 Please attach the documentation you would like to have the meeting about. 21015 - permit drawings.pdf pdf only 1.55MB By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has a)pired, and you can submit an application. Signature * Submittal Date &W"4q�w 4/29/2021 RECEIVED JUN 11 Wi RECEIVED APR 2 9 2o,-; DCM WILMINGTC,� ,, DCM-MHD CITY ROY COOPER Covernar DIONNE DELLI-GATTI Seri mry BRAXTON DAVIs Director Everette B. Pannkuk P.O. Box 1429. Carolina Beach, NC 28428 Dear Mr. Pannkuk: NORTH CAROUNA Environmental Quality June 8, 2021 The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent for Rebecca Colonna for State approval for development of the subject property located at 9 Corbett Street adjacent to Banks Channel, in Wrightsville Beach, in New Hanover County. It was received as complete on June 4, 2021 and appears to be adequate for processing at this time. The projected deadline for making a decision is August 18, 2021. An additional 75-day review period is provided by law when such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be provided on or about the 75th day. If this agency does not render a permit decision within 70 days from June 4, 2021, you may request a meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be held within five working days from the receipt of your written request and shall include the property owner, developer, and project designer/consultant. NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will find a 'Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of- way fronting your property; or at a point along the road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete application. An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field report and/or comments from reviewing agencies. Sincerely,f Katharine Elks Field Representative cc: Gregg Bodnar, DCM Tony Wilson, Town of Wrightsville Beach USACE Holley Snider, DWR RECEIVED Rebecca Colonna, Applicant JUN 11 2021 DCM-MHD CITY D �'�.�„ North CaroNna Department of Environmental Quality Division of Coastal Management Wilmington Office 1 127 Cardinal Drive Exten ion I Wilmington North C rolinv 28405 910.796,7215 I NO T 1 m 141 _ �- v 0. N. m v CAMA PERMIT APPLIED FOR Applicant proposed to construct a vinyl "Ru kh-6a an average o below NHW & rep air Channel in Wrightsville Beach, New Hanover Countv-, COMMENTS ACCEPTED THROUGH July 1, 2021 APPLICANT: FOR MORE DETAILS CONTACT Rebecca Colonna THE LOCAL PERMIT OFFICER BELOW: 7 Corbett Street 1 . Agent., Stature Engineering, P.C. E.B. Pannkuk (910) 622-5261 ROY COOPER Governor JOHN NICHOLSON Interim Secretary BRAXTON DAVIS Director June 9, 2021 Advertising@stamewsonline.com 2 Pages Star News Legal Advertisement Section Re: Major Public Notice for: NORTH CAROLINA Environmental Quality Jodi Willis / New Hanover County Rebecca Colouna / New Hanover County Hello: Please publish the attached Notice in the Monday, June 14, 2021 issue. The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send the original affidavit and invoice for payment to Tanya Piedia at the NC Division of Coastal Management,127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226 (Customer No. 489895). Please email a copy of the credit card receipt to me. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Wilmington office. cc: MHC Files Gregg Bodnar — MHC USACE Support & Customer Assistance RECEIVED JUN 112021 DCM-MHD CITY 4D_EQ� �w.rw�.w®aa.ee� North Carolina Department of Environmental Qualmy I Division of Coastal Management Wilmington office 1127 Cardtnal Drive Eztenslon I Wilmington, North Carolina 28405 910.796.7215 NOTICE OF FILING OF APPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-119(b) that the following applications were submitted for a development permits in Areas of Environmental Concern as designated under the CAMA: On June 8, 2021, Rebecca Colonna proposed to construct a vinyl bulkhead an average of 7.5' below NHW & repair existing boat ramp at 9 Corbett St., adj. to Banks Channel in Wrightsville Beach, New Hanover County, and on June 8, 2021, Jodi Willis proposed to replace & expand an existing dockingfacility to a total of four (4) slips at 7 Backfin Pt., adj. to Figure Eight Island Canal in Wilmington, New Hanover County. Copies of these applications can be examined or copied at the office of Katharine Elks, N.C. Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405, (910) 796-7424 during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, NC 28557-3421, prior to July 5, 2021 will be considered in making the permit decision. Later comments will be accepted and considered up to the time of permit decision. Project modification may occur based on review and comment by the public and state and federal agencies. Notice of the permit decision in these matters will be provided upon written request. RECEIVED JUN 11 2021 DCM-MHD CITY North Carolina Department of Environmental Quality l Division of Coastal Management Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolna 28405 "'"'""�"'►�'� 910.7%.7215 AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION Name of Property Owner Requesting Permit: Rebecca Colonna Mailing Address: 7 Corbett Street, Wrightsville Beach, NC 28426 Phone Number: Email Address: 919-412-8401 rebcolonna@yahoo.com I certify that I have authorized E. B. Pannkuk, PE Agent / Contractor to act on my behalf, for the purpose of applying for and obtaining all CAMA permits necessary for the following proposed development: maintenance. New bulkhead and boat ramp at my property located at 9 Corbett Street, Wrightsville Beach, NC In New Hanover County. I furthermore certify that I am authorized to grant, and do in fact grant permission to Division of Coastal Management staff, the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information related to this permit application. Property Owner Information: Signature �Edesfc/Q COLor�1Nf1 Print or Type Name Oc/Nd2 Title Date This certification is valid through 3 / 1 /2022 RECEIVED JUN 11 2021 DCM-MHD CITY RECEIVED APR 2 9 2UZ. DCM WILMINGTON, NC DIVISION OF COASTAL. MANAGEMENT ADJACENT RIPARIAN PROPERTY OWN& NOTIFICAT(ONIINAIVER FORM Name of Properly owner David E. and Diane Rodger, Eta1. Address of Property: 204 Water Street, Wrightsville Beach, NC 28420 (Lot or Street*, Street or Itoed, 043County) Agent's Name P MaiiingAddress: Agent's phone d: I hereby certify that I own property adjacent to the above referenced property. The Individual applying for this permit has described to me as shown an the attached drawing -the development they are proposing. A descriotton or drawing, with dGstsneiono. must be Raided with this . t/ I have no objections to this proposal. I have objections to this proposal. WAIVER 8ECTION I understand that s pier, dock, mooring pllktgo, Wea3kvife% boall ouse, fifi, or groin must be set back a minimum distance of 1 S' from my area of dper(gn access unless waived by me. (If you wish to weave the setback, you must Initial dte appropriate blank below.) I do wish to waive the I& setback requirement. — 1.4 1 do not wish to waive the IS, setback requiremeni. (Propertyy Owner Informadon) Signature Owner's Agent: E.B. Pannkuk, PE Print or Type Name PO Box 1429 Maft Address Carolina Beach, NC.28428 CIty/Statealp 910-622-5261 Telephone Number 9/20/2021 Date (Adjacent Property Owner Information) Diane Rodger Print or TW Nems 204 Water Street A609 Address Wrightsville Beach, NC 28420 cily/Stetealp Telephone Number �l9-lUl6-166V ����9��� Dote �O%jv/�Ua1 Revlsedellargla 1 8 2021 MP SECTION! MHE I hereby certify that I own property-adjaceni to Rebecca Colonna ,s property located at Corbett Street (Ni;d of properly Owner) on Intercoastal Waterway taaarses, LOr, Stock, Road, eta in Wrightsville B ach �C (Waterbody) (CltylTown and/or County) The applicant has described to me, as shown below, the development proposed at the above location. I have no objection to this proposal, I have objections to this proposal. I pwn nnulvm UKArdINa OF PROPO$ED DEVELOPMENT (Individual proposing development must Hg in despdpiton below or attach a alto )awlnW Install a bulkhead that is in line with the adjacent property lines. Perform maintenance on an existing concrete boat ramp. tA1AlVE--- - R 5--. �C�„+1Y�N. I understand that a pier, dock, mooring pilings, breaIMM'er, boathouse, Ilfi, or groin must be set back a minimum distance of 16, from my area of riparian access unless waived by me. (if you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 1& setback requirement. Y",_ I do not wish to waive the 1V setback requirement. (Property Owner Information) (Adjacent property Owner Information) i v SJgnahweOwner I s Agent: SlgnArure E.B. Pannkuk, PE Diane Rodger Pdnt or Type Name PrJnt or Type Name PO Box 1429 204 Water Street d4alibr Address Carolina Beach, NC 28428 ffIn gh4tMSille Beach, NC 28420 Clty/stalWo crty/Steta2lp 910-622-5261 Telepho v Number Telbar 9/20/2021 Date E IC9 E to - --� 0 CT 1 8 2021 (aevlsed e1leno12) IMP SECTION WD U.S. Postal Servicer" CERTIFIED MAIL® RECEIPT nmmpsfic Mail only For dellvpry Informptioq � iI1e0 Mail Fco Y5.75 042 a 06 o $ervica58FeBa ki�mc.EtlMY l4 fU ❑Povn Rac9n�mwcco,1 i i--fff, aa_— pos" lk RECEIVED o ❑ROWn axvp�l �a'cl i- Hm o ,.,�ay..,�� ,00 p uu�vanm�..Rmna.a Dmv i Panfege s1.36 o -n lo/13/2021 ri OCT 1 3 2021 `" oral Poslefre a d F�.1 H g O ei21 D Senl iO n V_ ;p e�� ,a"e r� � _..___—.__... o M1 �r�P SECTION . s 1110 .� ggffna4F "--A" Ilc - IL6il iD .YaL �'�'�°:,�, Ai lnak 76 � nip 2�60`! r-=1 Ln f� m rta r— r 0 Ln M Wr i:ghtsvi 11e Beach ! NC-- 2P480 Extra Services & Fees (check vox, add toe a pr Oare) ❑ Return Receipt (hardcopy) g i 1 I! Q Return Receipt (electronic) $ _ �1_ . >� II�-- ❑ Certified Mall Restricted Delivery $ r -- Q Adult Signature Required $ Q Adult Signature Restricted Delivery $--- Postage $1 d ; b .16 rG 0461 I19 Postmark Here Sent To "� -- F 3 C1. c N r, GLvY� f vte -� '---- - - ----- t. No., or P� Street andAp -e r ------ city, siere; z- �l f 6lea c� P r_. _ .. �-_-:A rT_ 4 t, l0/7 (Z c ut ,,*%' F''rO%W, ■ Complete items 1, 2, and 3. 1 A. Signature ■ Print your name and address on the reverse $o that we can return the card to you. kx ■ Attach this card to the back of the mailpiece, Received by (prinfed Name) or on the front if space permits. 1. Article Addressed to: be 0,✓1'e �D�Slev I t o , % Lie k4c,- fe'5 Aj C � 760 q IIII�N I�IIIIIIIII IIIII IIIIII�!Ilil NII III 95 YI19p0265801p28 0267 76 L, nrti[..laflltin7hc3r /7`re,,..f ..frY]Rl ennilrn !^ho71 7020 0090 0001, 5060 PS Form 3811, July 2020 PSN 7530-02-000-9053 0 Agent ❑ Addressee C. Date of Delivery I D. Is delivery address different from item 1? If YES, enter delivery address below: RECEIVEt; JUN 11 2U21 DCM-MHO CITY o..>ervice type Cl Adult Signature Cl Adult Signature Restricted Delivery ❑ Certtfied Mail( 0 Certifled Mail Restricted Delivery Q Collect on Delivery ❑ CON! on Delivery Restricted Delivery 8848 MAY 0 5 2021 DCM WILMINGTON, NC Delivery, © Yes 0 No ❑ Priority Mail Express® 17 Registered MaiITM 0 Registered Mail RestriCieci Delivery 4 Q Signature ConfirmationTM s d Signature Confirmation Restricted Delivery 4 ■ ■ a i Complete items 1, 2, and 3. Print your name and address on the reverse so that we can return the card to you. Attach this card to the back of the !naiipiec% or on the front if space permits, ter' t , Article Addressed to: IrDLA- r1 0 hill'i i '{11``I `1 1111 1�11 I�l l {l I it i�`�IL,IiCI 9590 9402 6638 1028 3326 99 /reonefor frnm 4Z Pru7rp 11hP.II Q6 09oS rLo00 0600 020Z PS Form 3811 , ,!u{y 2020 PSN 7530-02-000-9053 A. lPrirzted Name) C 8. Received by r" s different frorn item D if YES, e teris d livedredelivery address below: i 3, Service Type Q Adult Signature Adult Signature Restricted Delivery ❑ Certified Mal!® ❑ certified Mail Restricted Delivery Cl coileet on Deiivery �D Coi!ect on Delivery Restricted Celivery ❑ insured Mail Insured Mail Restricted Delivery RECEIVED JUN 112021 DCM-MHD CITY I ` I , Agent 13 Addressee e— ssee W e-No 1. I ❑ Priority Mail ExpressS ❑ Registered MailT"i p Registered Mail Restricted Delivery * Signature ConfirmationTM ❑ Signature Confirmation I Restricted Delivery II GEIVEpeturn Receipt RE JUN 0 4 2021 DCM WILMINGTON, NC 2011021820 Warranty Deed VW ae4l STaaTIM pt:415TFF aF OFIT, r JEW 1l Is Ca � N4 2011 PUG 1 f 03 03 24 PM BK 5579 PG MI-M3 FEE $22 00 I%W t A109 Excise Tax 0. 00 Recordmg tune, book and page Return To: Horgan i Carter, PLLC Parcel Identifier No R063184014109.ON Prepared by lames B Snow In O Dr BILL, i r P P Drawer 2i78 Wilmington, NC 29402 r Gra auee mailing address 9829 Koupela Dive, Raleigh, NC27614 No certification or opinion on title is expresud by the preparer of this deed except as may appear from the preparer's signed certificato or opinion. Unless indicated otherwise in a writing signed by the attorney who drafted this inshymerit, by executing thn deed, the Graulor (Seller) acknowledges disclosure that the attorney who drafted this instrument, and the law firm for which that attorney is associated or is a partner, represents the Grantee (Buyer), and does not represent Grantor (Seller), and cannot give legal advice to Grantor (Seller) other than the advice to secure legal counsel, and will prepare the deed consistent with the sperifications in the purchase agreement, if any, but, in the a en,,, of such spnjflcations, win prepare a deed that will protect the interests of the Grantee (Buyer) and, therefore, Grantor (Seller) may desire to seek legal advice from independent Iran]counsel. STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER DEED WITHOUT WARRANTY KNOW ALL MEN BY 111ESE PRESENTS that JAMES N. DOSTER, and wife, MARLA S DOSTER, having an address of P O Box 1365, Wnghtsvdle Beach, NC 28480, "GRANTOR," in consideration of TEN AND NO/100 (S 10.00) DOLLARS and other good and valuable consideration, paid to GRANTOR by FRANCIS G. COLONNA, and wtfe, REBECCA H COLONNA, "GRANTEE," the receipt of which is hereby acknowledged, by these presents, does give, grant, bargain, sell and convey unto the said GRANTEE, and GRANTEE'S hens, successors, and assigns, forever, in fee simple, all that certain lot or parcel of land located m the County of New Hanover, State of North Carolina, and more particularly described as follows RECEIVED Lying and being m the Town of W nghtavdk Beacle New Hxawe Co uitty, North Carol ma, and Beginning; at the northernmost comer of Lot 19R, as shown on that map recorded in Map Book 50, Page 87, of the New Hanover County Registry, running thence from sad Beginning Point North 54 degrees 55 00 yy J U N 1 Y 2021 mnartes seconds West along an extension of the nostheastern bamdaty, lire of W 19R to the low water mark of Banks Channel, thence southwardly along and wits [be lowwater mark of Banks Channel as it meanders m a point That is located at the low water mark of Banks Channe] that is North 54 degrees DCM-MHE) 55 minutes Bo snrotds West from the wtnernambt Cotner of Lot 19R, thence from said point south 54 CITY degrees 55 nannies 00 seconds East along an extersam of the southwestern boundary Ime of Lot 19R to the westernmost comer of Lot 19R, tllmce along and wth the most ronl western boundary Ime of Lot RECEIVED 19R North 50 degrees 20 minutes 58 seconds West 77 74 feet to the Point of Beginning, and being the property boaaded on the nuNrner by M enlrmion of th4 wrdiC own Wonlay line orlon 19B, on the nanhwesebythelowwatermarkofBaoksChaonel,onthesouthwestbyanextentronofthesarlhwestem APR 2 9 boundary Imo of Lot 19R, not on the southeast by the northwestern boundary lire of lit 1911 2071 All or a po.moNn of the pmpety harem described does not iwlude therim paryredden of Grantor (per NC GS §I05-3172) aDCM WILMINGTON, NC TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging, to the said GRANTEE and said GRANCEE's hens, sucomots, and assigns, forever, in fee simple. No warranty, express or implied, is given Title to the property is subject to the following exceptions: The provisions of all applicable inning and land use ordinances, statutes and regulations; current year ad valorem taxes; and all applicable restrictive eoveoanrs and utility easements of record. The designation GRANTOR and GRANTEE as used herem shall include said parties, Unit heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. IN WITNESS WHEREOF, the GRANTOR has hereunto set his hand and seal, or if corporate, has caused th" instrument to be signed in its corporate name by its duly authorized officer, this the ' day of "USi 2otl rs(SEAQ STATE OF NORTH CAROLINA COUNTY OF NEW HANOYM I,—�a.-C�r-. a Notary Public, certify that the folio appeared b ore tin this day, and R1°8 person(s) Personally 2'�I have personal knowledge of the identity of the principal(s) ❑ I have secs satisfactory evidence of the principal's identity, by a current state or federal identification with the principal's photograph in the form of a u A Crenible witness has sworn to the identity of the principal(s); each acknowledging to me that he or she volmuarily signed the foregoing document for the purpose stated therein and in the capacity indicated: MY commission expires: RECEIVED JUN 11 2021 DCM-MMCi C11 IRECEWPO APR 2 9 T:1DadP+ck g«tDos�j--&MarltColomaFn=u&Rebe _SubroagW L g'r` edmdy"'d DCM WILMING i (_' ` .. NTY: mill) i l-l) JENNIFER H MACNEISH REGISTER OF DEEDS, NEW HANOVER 216 NORTH SECOND STREET WILMINGTON, NC 28401 Hf f f1Hf Hlf1H1f RHftRRf ffHfHf lRlffiffil Rf H1f Hffflf HH1HIff IfffHf ff 1ff 11f Hf Rf f f1H1Hf1Hf H1H11f 1HHHHHt Filed For Registration: 08/11/2011 03:03.24 PM Book: RE 5579 Page: 2831-2833 Document No 2011021820 3 PIGS $22.00 Recorder: JOHNSON, CAROLYN State of North Carolina, County of New Hanover RECEIVED JUN 11 202, PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT. DCM-MHU CITy RECEIVFI" *2011021820* APR 2w7(, DCM WILMINGTON. NC 2011021820 I hereby certify that I own property adjacent to Rebecca Colonna a property located at 9 Corbett Street (Name of Property Owner) on Intercoastal Waterway tAauress, Lot, Block, Road, etc. in Wrightsvi.i.le Beach ItC (V1►aterbodY► (Cfty/l'own and/or County) The applicant has described to me, as shown below, the development proposed at the above location. I have no objection to this proposal. i have objections to this proposal, „co%'Klr-r'UN AND OR DRAWING OF PROPOSED DEVELOPMENT (lndvldual proposing development must 611 in description below or attach a site drawlnW Install a bulkhead that is in line with the adjacent property lines. Perform maintenance on an existing concrete boat ramp. l"o_" ZRECEIVEDC DCM WILMINGTGNJO WAIVER Mtt;TION I understand that a pier, dock, mooring Pi ings, breakwater, boathouse, pit, or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (if you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement. 1-do not wish to waive the 15' setback requirement. (Property Owner l�tion) 4(AdcentProps Owner Information) e:7SigxalureOwner's Agent:gture E_B. Pannkuk, PE Diane Rodger Print or type kmna Pft or PO Box 1429 204 Water Street Beach, NC 28428 2 - S 2 4/27/2021 JUN 119021 D.We lle Beach, NC 28420 DCM-MHD CITY (Revised l &"12) \. i I hereby certify that 1 own property adjacent to Rebecca Colonna s properly located at -a Corbett Street (Nubs of Property Owner) on Intercoastal Waterway tnaarese, Lot, 0104 Road, etc.) in Wrightsville Beah NC (WoUrbody) (CNy/Town and/or County) The applicant has described to me, as shown bolo I have no objection to this proposal. I have objections to this proposal. DESCRIPTION AND/OR DRAWIN (lndlvldual propo&%V dovakpment moat fill Install a bulkhead that is in line lines. Perform maintenance on an RECEIVED JUN l 1 M1. DCM-MHD CITY NAw 14 2021 DCM WILMINGTON, W C" WAIVER SECTION I understand that a pier, dock, mooring PH4*, breakwater, boathouse, K or groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must Initial the appropriate blank below.) I do wish to waive the 16 setback requirement. I do not wish to waive the 15' setback requirement. (Property Owner Information) (A s t fopertl Owner IMormaOon) SYgnahreOwner's Agent: tore E E.B. Pannkuk, PE er and P mela Teagu PAW or TWO Name Prin or am PO Box 1429 12 Cor ett Street Wft Address MaANng Address Carolina Beach, NC 28428 Wrightsville Beach, NC 28420 CiryMawzlp CR efeJ1ip 910-622-5261 y to s- -qu 19 Telephone Number Telephone m r 4/27/2021 /3 Ol Dare Dare (Revised 61tt M2) Elks, Katharine B From: Roger Teague <rogert@atlanticpkg.com> Sent: Friday, May 28, 2021 2:35 PM To: Elks, Katharine B Subject: Re: [External] FW: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Follow Up Flag: Flag for follow up Flag Status: Flagged DTiONt External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to ort S am. I have spoke to an engineer as well as a geologist. Based on what I learned from them, I withdraw any objection to the bulkhead project of Mrs. Colona. I appreciate your help and time and apologize to have wasted your time. Best Regards, Roger From: "Elks, Katharine B" <katharine.elks@ncdenr.gov> Date: Tuesday, May 25, 2021 at 7:15 AM To: Roger Teague <rogert@atlanticpkg.com> Subject: RE: [External] FW: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Good morning Mr. Teague, I don't know of anyone I would recommend and we're not supposed to do that if I did. I do have a list of contractors (attached) but this list includes marine builders etc. I would look for coastal engineers or ask another engineering firm if they can recommend anyone. Sorry I can't be of more help with this. Katharine Elks Field Representative -Wilmington Regional Office NC Division of Coastal Management Department of Environmental Quality (910)796-7424 127 Cardinal Drive Ext Wilmington, NC 28405 RECEIVED '`''Nothing Compares JUN 112021 DCM-MHD CITY Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Katharine Elks From: Roger Teague <rogert@atlanticpkg.com> Sent: Tuesday, May 25, 20217:08 AM To: Elks, Katharine B <katharine.elks@ncdenr.gov> Subject: Re: [Extemal] FW: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Do you have 2-3 names of qualified professionals 1 might use? I want to make sure I contact one with suitable experience. Thanks, Roger From: "Elks, Katharine B" <katharine.elks@ncdenr.sov> Date: Monday, May 24, 2021 at 6:03 PM To: Roger Teague <roaert@atlanticpke.com> Subject: RE: [External] FW: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Hello Mr. Teague, I've put the below email detailing your concerns in the permit application. I also briefly discussed the issue with my district manager today and she advised to go ahead and get a professional to look at the plans and property to assess your concerns if you want to have that additional data available to the agencies when they review the project. The determination whether the alignment is adjusted will be made during the agency comment period after I submit my report. The timeline for my submittal will likely be by the end of this week and once distributed the agencies will have several weeks to comment. The whole process takes 3 months minimum. Let me know if you have any questions. Thanks, Katharine Elks Katharine Elks Field Representative - Wilmington Regional Office NC Division of Coastal Management Department of Environmental Quality (910)796-7424 127 Cardinal Drive Ext Wilmington, NC 2B405 RECEIVED `'`Nothing Compares —`_ JUN 11 W1 DCM-MHD CITY Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Roger Teague <rosert@atlanticpkR.com> Sent: Friday, May 21, 202112:13 PM To: Elks, Katharine B <katharine.elks@ncdenr.Rov> Subject: [External) FW: Adjacent Property Owner Waiver - Colona 9 Corbett St Project External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Katharine, my first preference is that the bulkhead not be allowed at all for reasons stated in earlier email (below). If that is not an option, then I would want the design to be changed as illustrated by the blue line I have inserted on the attached drawing. As presently designed, the new bulkhead being in alignment with the 2 contiguous properties to 9 Corben's south, basically would steer the refracted waves toward my property exacerbating the erosion to my property. This will occur on most every rising tide and, in the event of a storm surge, could have a devastating scouring effect to my property. By relocating the bulkhead's connection point at the boat ramp further landward, the resulting angle would diminish the funneling effect as described above and reduce the erosion to my property. This would also reduce the amount of public property absorbed into the project as well. Please feel free to contact me if you have any questions regarding my request. Thanks, Roger From: Roger Teague <rortert@atlanticpkg.com> Date: Friday, May 14, 2021 at 8:00 AM To: "support@statureenRineering.com" <support@statureengineering.com> Subject: Re: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Protection/preservation of my property. • Since a bulkhead installed to my south, over the post 18 months I have lost over 12" of sand on the beach — this is Irrefutably confirmable. • From CAMA guidebook: Although bulkheads block or reflect wave energy, they also may block normal sand migration, increasing erosion along the front and adjacent property of the wall. In addition, bulkheads can lead to the destruction ofshallow-water habitat. Many states are now prohibiting bulkheads due to damage to neighboring properties. Rebecca's stated purpose is to protect her residence from flooding yet the bulkhead will be ineffective in accomplishing that. Since her new pier/gazebo was constructed, I have observed 3 occasions when her pier was submerged by at least 12" of water. Unless intent is to have bulkhead higher than pier, it will fail to prevent property flooding. Thus, I have concerns over continuing erosion, erosion that will be exacerbated by bulkhead installation — a project IMO that accomplishes nothing for Rebecca. So, as I see it, the project will cause loss of property value for me, and accomplish nothing for her. Regards, FtEGENEn Roger D(iA_-Atu; i,1Ty From: "support@statureengineering.com" <support@statureengineering.com> Reply -To: "support@statureengineering.com" <support@statureenginee ring. com> Date: Friday, May 14, 2021 at 1:37 AM To: Roger Teague <rogert@atlanticpkg.com> Subject: RE: Adjacent Property Owner Waiver - Colona 9 Corbett St Project My street address is: 607 Columbia Avenue Carolina Beach, NC 28428 Do you have a description of the grounds for your objection? Thank you, EB Stature Engineering, P.C. From: Roger Teague <rogertPatlanticpkg.com> Sent: Thursday, May 13, 20219:49 AM To: support@ statureengl neerl ng.com Subject: Re: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Please advise as you your street address for FeclEx delivery.......... Thanks, Roger From: Roger Teague <rogert@atlanticpkg.com> Date: Thursday, May 13, 2021 at 9:23 AM To: "support@statureengineering.com" <support@statureengineerina.com> Subject: FW: Adjacent Property Owner Waiver - Colona 9 Corbett St Project From: Roger Teague <rogert@atlanticpkg.com> Date: Thursday, May 13, 2021 at 9:22 AM To: °support@statureenglneering.com" <support@statureengineering.com> Subject: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Mr. Pannkuk, I am mailing original today but wanted to make sure this was delivered timely. As a matter of information, I tried to contact DCM but have not been able to get anyone to contact me for clarification of the proposed project. Accordingly, I am returning as completed to insure I meet the timeline specified. Regards, Roger Roger D. Teague, Executive Vice President RECEIVED JUN 11 NZI DCM-MHD CITY rooertQatlanticok g.com (0) 970-398-6106 (C) 910-520.4419 806 North 23d Street Wilmington, NC 28405 www.offanticDko.com com ,ATLANTIC PACKAGING RECEIVED JUN 112021 CCM-MHD CITY Elks, Katharine B From: Roger Teague <rogert@atlanticpkg.com> Sent: Friday, May 21, 2021 12:13 PM To: Elks, Katharine B Subject: [External] FW: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Attachments: Revised BH location per RDT request.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Soam. Katharine, my first preference is that the bulkhead not be allowed at all for reasons stated in earlier email (below). If that is not an option, then I would want the design to be changed as illustrated by the blue line I have inserted on the attached drawing. As presently designed, the new bulkhead being in alignment with the 2 contiguous properties to 9 Corbett's south, basically would steer the refracted waves toward my property exacerbating the erosion to my property. This will occur on most every rising tide and, in the event of a storm surge, could have a devastating scouring effect to my property. By relocating the bulkhead's connection point at the boat ramp further landward, the resulting angle would diminish the funneling effect as described above and reduce the erosion to my property. This would also reduce the amount of public property absorbed into the project as well. Please feel free to contact me if you have any questions regarding my request. Thanks, Roger rFI 4 From: Roger Teague <rogert@atlanticpkg.com> Date: Friday, May 14, 2021 at 8:00 AM To: "support@statureengineering.com" <support@statureenginee ring. com> : +y Subject: Re: Adjacent Property Owner Waiver - Colona 9 Corbett St Project ®GM'MJ.,., J 1 Protection/preservation of my property. • Since a bulkhead installed to my south, over the past 18 months I have lost over 12" of sand on the beach — this is Irrefutably confirmable. • From CAMA guidebook: Although bulkheads block or reflect wave energy, they also may block normal sand migration, increasing erosion along the front and adjacent property of the wall. In addition, bulkheads can lead to the destruction of shallow -water habitat. Many states are now prohibiting bulkheads due to damage to neighboring properties. Rebecca's stated purpose is to protect her residence from flooding yet the bulkhead will be ineffective in accomplishing that. Since her new pier/gazebo was constructed, I have observed 3 occasions when her pier was submerged by at least 12" of water. Unless intent is to have bulkhead higher than pier, it will fail to prevent property flooding. Thus, I have concerns over continuing erosion, erosion that will be exacerbated by bulkhead installation — a project IMO that accomplishes nothing for Rebecca. So, as I see it, the project will cause loss of property value for me, and accomplish nothing for her. Regards, Roger From: "support@statureengineering.com" <support@statureengineering.com> Reply -To: "support@statureengineering.com" <support@statureengineering.com> Date: Friday, May 14, 2021 at 1:37 AM To: Roger Teague <rogert@atlanticpkg.com> Subject: RE: Adjacent Property Owner Waiver - Colona 9 Corbett St Project My street address is: 607 Columbia Avenue Carolina Beach, NC 28428 Do you have a description of the grounds for your objection? Thank you, EB Stature Engineering, P.C. From: Roger Teague <rogert@atlanticpkg.com> Sent: Thursday, May 13, 20219:49 AM To: support@statureengineering.com Subject: Re: Adjacent Property Owner Waiver - Colona 9 Corbett St Project RECElVFD Please advise as you your street address for Fed Ex delivery.......... �UN 1 n i Thanks, MHD CITY From: From: Roger Teague <roeert@atlanticpk¢.com> Date: Thursday, May 13, 2021 at 9:22 AM To: "support@statureengineerina.com" <support@statureenaineering.com> Subject: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Mr. Ponnkuk, I am mailing original today but wanted to make sure this was delivered timely. As a matter of information, I tried to contact DCM but have not been able to get anyone to contact me for clarification of the proposed project. Accordingly, I am returning as completed to insure I meet the timeline specified. Regards, Roger Roger D. Teague, Executive Vice President rogert(7a.aflanticokg.com (0) 970-398-6106 (C) 910-520-4479 806 North 231d Street Wilmington, NC 28405 www.ationticr)ka.com /1YATLANT/C PACKAGING JUN 11 2011 DCM-MHD CITY Elks, Katharine B From: support@statureengineering.com Sent: Friday, May 14, 2021 7:53 PM To: Elks, Katharine B Subject: (External] FW: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Follow Up Flag: Follow up Flag Status: Flagged UTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to art S am. Katharine, One of the adjacent property owners has an objection. Please let me know how you would like to address. Thank you, EB Stature Engineering, P.C. From: Roger Teague <rogert@atlanticpkg.com> Sent: Friday, May 14, 20218:01 AM To: support@statureengineering.com Subject: Re: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Protection/preservation of my property. • Since a bulkhead installed to my south, over the past 18 months I have lost over 12" of sand on the beach — this is Irrefutably confirmable. • From CAMA guidebook: Although bulkheads block or reflect wave energy, they also may block normal sand migration, increasing erosion along the front and adjacent property of the wall. In addition, bulkheads can lead to the destruction of shallow -water habitat. Many states are now prohibiting bulkheads due to damage to neighboring properties. Rebecca's stated purpose is to protect her residence from flooding yet the bulkhead will be ineffective in accomplishing that. Since her new pier/gazebo was constructed, I have observed 3 occasions when her pier was submerged by at least 12" of water. Unless intent is to have bulkhead higher than pier, it will fail to prevent property flooding. Thus, I have concerns over continuing erosion, erosion that will be exacerbated by bulkhead installation — a project IMO that accomplishes nothing for Rebecca. So, as I see it, the project will cause loss of property value for me, and accomplish nothing for her. Regards, Roger RECEIVED JUN 11 821 DCM-MHD C(ry From: "support@statureeneinee rine.com" <Support@statureengineerina.com> Reply -To: "support@statureengineering.com" <support la) statureengineering.com> Date: Friday, May 14, 2021 at 1:37 AM To: Roger Teague <rogert@atlanticpke.com> Subject: RE: Adjacent Property Owner Waiver - Colona 9 Corbett St Project My street address is: 607 Columbia Avenue Carolina Beach, NC 28428 Do you have a description of the grounds for your objection? Thank you, EB Stature Engineering, P.C. From: Roger Teague <roRert@atlanticpkR.com> Sent: Thursday, May 13, 20219:49 AM To: support@statureeneineering.com Subject: Re: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Please advise as you your street address for FedEx delivery.......... Thanks, Roger From: Roger Teague <rogert@atlanticpkft.com> Date: Thursday, May 13, 2021 at 9:23 AM To: "support@statureengineering.com" <support@statureengineering.com> Subject: FW: Adjacent Property Owner Waiver - Colona 9 Corbett St Project From: Roger Teague <rogert@atlanticpkg.com> Date: Thursday, May 13, 2021 at 9:22 AM To: "support@statureengineering.com" <support@statu reena;i nee ring.com> Subject: Adjacent Property Owner Waiver - Colona 9 Corbett St Project Mr. Ponnkuk, I am moiling original today but wanted to make sure this was delivered timely. As a matter of information, I tried to contact DCM but have not been able to get anyone to contact me for clarification of the proposed project. Accordingly, I am returning as completed to insure I meet the timeline specified. Regards, Roger Roger D. Teague, Executive Vice President RECEIVED SUN 11 Nzi DCM-MHO CITY N r RECEIVED JUN 11 NZI DCM-MHD CITY N yj 6m ROY COOPER Governor JOHN NICHOLSON Interim Secretory BRAXTON DAVIS Director June 9, 2021 MEMORANDUM NORTH CAROLINA Environmental Quality FROM Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 28557 Fax: 252-247-3330 (Courier 11-12-09) greoo. bod nar(o)NCDE N R. oov SUBJECT: Dredge & Fill Applicant: Rebecca Colonne Project Location: 9 Corbett Street, adj. to Banks Channel, Wrightsville Beach, New Hanover County. Proposed Project: Proposal to construct a vinyl bulkhead an average of 7.5' below NHW and reinforce and repair the existing boat ramp. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Greoa Bodnarat the address above by July 1, 2021. If you have any questions regarding the proposed project, contact Katharine Elks at (910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached" 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. PRINT AGENCY RF�E(VED SIGNATURE JUN Y 1 2021 DATE DCM MHO C)T y TM , D Q�/ r�rory North Carolina Department of Environmental Quality I Division of Coastal Management Wilmington Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405 910.796.7215 Date Date Check From Name of Vendor Check Check Permit Received Deposited Permit Holder Number amount Number/Comments 6/8/2021 Stature Rebecca Colonna Branch 180 $400.00 major fee, 9 Corbett St, KE rct. Engineering, PLLC Banking Wrightsville Beach NHCo SPLIT 13448 and Trust 60/40 ' x Z �-' m 0 m o N J-4 1 Major Permit Fee Schedule Project Name `O l C V\Y1i, _ W, 1G-11fU&ounty: Check No & Amount: DCM % DWQ % Development Type Fee (14300160143510009316256253) (2430016024361000962341) I. Private, non-commercial development that does not involve the filling or $250 100% ($250) 0% (J� i excavation of any wetlands or open water areas: It. Public or commercial development that does not involve the filling or excavation $400 100% ($400) 0%'S' j of any wetlands or open water areas: III. For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A,B, C, or D below applies: III(A). Private, noncommercial development, if General Water Quality $250 100% ($250) 0% ($0), Certification No. 4175 can be applied: III(B). Public or commercial development, if General Water Quality Certification $400 100% ($400) 0% ($0) No 4175 can be applied. III(C) - If General Water Quality Certfication No. 4175 could be applied, but DCM staff determined that additional $400 60% ($240) 40% ($160) review and written DWQ concurrence is needed because of concerns related to water quality or aquatic life: III(D). If General Water Quality :applied: $q00 60% ($240) 40% ($160) Certification No. 4175 cannot IV. Development that involves the filling and/or excavation of more than one acre $475 60% ($285) 40% ($190) of wetlands and/or open water areas: RECEIVED JUN 11 2021 ®CM-MHD CITY 0ti- DCM Coordinator: Gregg Bodnar WIRO E-MAIL DIS Circle e: Bio :Re / Permit for: 1/It Oversize sent: County: Permit M _ DCM Offices: Morehead City: PT (if oversize) via Courier 'cc Gregg & Amanda on group email w/ bio.narr.app.drawings, deed, comment sheet " 'MHC documents (Gregg & Amanda Wilmington: Original hard -copy ONLY USACE & DWR (vim): Recommendations, PN, Letter w/Site Card, Fee Chart and Agent Authorization USACE Wilmington: 1qAwripemer & Carteret Co): PN, CL, Reports, Split Sheet use both ingtonNCREG@usace.army.mil (NH/BR): PN, CL, Reports,_ Split Sheet eg Currey (NH/BR: PN, CL, Reports, Split Sheet Div of Water Resources: olley Snider - 401 (BR/NH): PN, CL, Reports, Split Sheet _ _ RRcF2a dse.401 (PN/ON): PN, CL, Reports, Split Sheet _ Div of Water Resources: -Sheri Montalvo for Karen Higgins: PN, CL, Reports, Split Sheet _ Marine Fisheries: Xim Harding DCMPlanner/WiRO: AikeChristen bury — Cultural Resources: Kterlee Gledhill -Earley Environmental.Review(a-)ncdenrgov_ Natural Heritage Prog. Rodney Butler — DCA-Rural Eco. Dev:✓MarkZiegler Ro NC DOT: '— 'David Harris Wildlife Resources: Maria Dunn w/Reports State Property Office: Yim Walton: DEED _ _ �Moser da Hilliard, Real Property Agent (Bio Reports only) Shellfish Sanitation: / ✓Jyyrr��my Humphrey (Bio) / _ �S`hhaaron Gupton, Admin. _ DEMLR: "C ne Hall - Stormwater Section _ PJa�n Sams -Land Quality Section _ Public Water Supply: �1-leidi Cox City of Wilmington: Enforcement: Co. LPO Agent: tM Field Rep: 11_1 f w, \5V-,„ DISTRIBUTED: `x lko 1� liq RECEIVED JUN 11 ?0?1 DCM-MHOS CITY Updated 51621 CAMA/Shaun majors docs/eAgency List NC Division of Coastal Management Major Permit Application Computer Sheet AEC. YR IliGVV4'Iy►eA C�\ 1`%) Fee: $ OV # b 19V CDAITS MHC cc Applicant: ROOFUCA C o dh v\ r^ Agent/Contractor. panh VIA I� Project Site County: N CA,- RAV• oV C. Staff: V( *,Ieo-y� c E I lur District: Wilmington Project Name: R C�0,, 6t S} _ C o ov,,v, of Rover File: Wa River Basin: W�XL+e 041 Initial date of application submittal: 4 12q 1 a o Z N Date application 'received as complete' in the Field office: SITE DESCRIPTIONIPERMIT INFORMATION ORW: ❑Yes No PNA: ❑Yes No Photos Taken: Yes No❑ Setback Required (riparian): []Yes PNo Critical Habitat: ❑Yes rANo ❑Not Sure 15 foot waiver obtained: ❑Yes �No Hazard Notification Returned: ❑Yes XNo SAV: ❑Yes No ❑Not Sure Shell Bottom: ❑Yes o ❑ Not Temporary Impacts: ❑Yes No Sure Sandbags: Yes E No ❑ Not Sure Did the land use classification come Mitigation Required (optional): from county LUP: 9yes ❑No ❑Yes I;afio Moratorium Conditions: Environmental Assessment Done: Length of Shoreline: ❑Yes ❑No VNA []Yes []No [XNA "' � FT. Shellfish Area Designation: Project Description: (code) Development Area: (code) Open -or Close LP US 47- SECONDARY WATER CLASSIFICATION - OPTIONAL (choose MAX of 4) ❑ Future Water Supply (FWS) -VLHigh ❑ Nutrient Sensitive Waters (NSW) ❑ Swamp Waters (SW) Quality Waters (HQW) ❑ Outstanding Resource Waters (ORW) WETLANDSIMPACTED ❑ (404) Corp. of Engineers (Jurisdictional ❑ (LS) Sea lavender (Limonium sp.) ❑ (SS) Glasswort (Salicomia sp.) wetlands) ❑ (CJ) Saw grass (Cladium jamaicense) ❑ (SA) Salt marsh cordgrass (Spartina ❑ (SY) Salt reed grass (Spartina altemrflora) cynosuroides) LJ (DS) Salt or spike grass (Distichlis ❑ (SC) Bullrush or three square (Scirpus ❑ CM Cattail (Typha sp.) spicata) sp.) ❑ (JR) Black needlerush (Juncus (SP) SalVmeadow grass (Spartina roemerianus) patens) APPLICATION FEE ❑ No fee required - $0.00 ❑ III(A) Private w/ D&F up to 1 acre; 3490 III(D) Priv. public or comm wl D&F to 1 can be applied - $250 acre; 4144 can't be applied - $400 ❑ Minor ModWication to a CAMA Major ❑ Major Modfication to a LAMA Major ❑ IV Any development involving D&F of permit - $100 permit - $250 more than 1 acre - $475 Permit Transfer - $100 ❑ III(B) Public or commercial w/ D&F to 1 Express Permit - $20o0 acre; 4144 can be applied - $400 ❑ Major development extension request - ❑ II. Public or commercial/no dredge RECEI $100 and/or fill - $400 ❑ I. Private no dredge and/or fill - $250 ❑ III(C) Priv. public or Comm w /D&F to 1 acre; 4144 can be applied; DCM needs JUN 11 ZGZI DWQ agreement - $400 IJIiM-rwnv yr r . Applicant: C01OVtyt0. Date: iI I I �Loa1 Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of measurement found in your Activities code sheet. TYPE REPLACE Activity Name Number Choose I Choose Dimension 1 Dimension 2 Dimension 3 Dimension 4 One One New Work Replace Maint❑ ❑Y 51N w Q� New Work 0 Replace P 1 Maint IK CAY❑ N 10 310 New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N New Work EF Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found in your Habitat code sheet TOTAL Sq. Ft. FINAL Sq. Ft. TOTAL Feet FINAL Feet (Applied for. (Anticipated final (Applied for. (Anticipated final DISTURB TYPE Disturbance total disturbance. Disturbance disturbance. Habitat Name Choose One includes any Excludes any total includes Excludes any anticipated restoration any anticipated restoration and/or restoration or and/or temp restoration or temp impact temp impacts) impact amount) tomp impacts) amount S Dredge ❑ Fill Both ❑ Other ❑ U Z Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge❑ Fill El Both ❑ Other ❑ RE EIVED Dredge ❑ Fill ❑ Both ❑ Other ❑ DCM-MHD CITY 919-733-2293 :: 1-888-4RCOAST :: www.nccoastaimananement.net revised: 02/26/18 Stature Engineering, P.C. Structural, Marine, Historical Engineering and Construction Management NC Division of Coastal Management April 29, 2021 Attn: Katharine Elks Field Representative - Wilmington Regional Office 127 Cardinal Drive Ext Wilmington, NC 28405 Re: 9 Corbett Street — Bulkhead and Boat Ramp Maintenance Project Narrative Wrightsville Beach, NC Dear Katharine: The owner of 9 Corbett Street, Wrightsville Beach, Rebecca Colonna, has recorded recent erosion of her sound side property. This erosion appears to have begun immediately after her neighbors installed a new bulkhead. This CAMA permit request is to install a new bulkhead at the NHW line as marked by CAMA on November 2, 2018. This will require approximately 505 sf of fill behind the new bulkhead. Fill will consist of clean sand. The bulkhead will include a filter system behind the wall that will treat a portion of the runoff. The project also includes maintenance and shoreline protection for an existing concrete boat ramp. Boat ramp maintenance will include approximately 100 sf of fill. This fill consists of a 4" thick concrete overlay. Boat Ramp Maintenance construction method include: - The sheetpile protecting the edges of the boat ramp will extend above high tide to act as a form for the concrete. The sheetpile will be supported to stay in place during high tide. The sheetpile will not be removed until the concrete is cured. - The boat ramp concrete overlay mix design includes an anti -washout additive. This additive binds the concrete and all chemical components to prevent leaching into the water during curing. - The contractor will install a floating boom at the foot of the boat ramp until concrete curing is complete. - The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief. - The project proponent hereby request that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. We reserve the right to modify our conclusions and recommendations if new information becomes available. If you have any concerns, please feel free to contact us. Sincerely, STATURE ENGINEERING, P.C. NC PE Firm License C.4719 Everett B. Pannkuk, P.E., SECB ".✓ �NCARq i ° RECEIVED 'JUN 11 2021 033407 DCM-MHD CITY r`B''PPREED JUN 0 4 2021 P.O. Box 1429: Carolina Beach, NC 28428: Phone 910.622.5261 : web: httpJ/StatureEnaiicl neerrincorn MINGTON, 1 DC11 MP-1 APPLICATION for Major Development Permit (last revised 12127106) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) N/A Applicant 1: First Name MI Last Name Rebecca Colonna Applicant 2: First Name MI Last Name If edddronel applicants, please attach an additional page(s) with names listed Mailing Address PO Box City Slate 7 Corbett Street Wrightsville Beach NC ZIP Country Phone No. FAX No. 28420 us 919-412-8401 exL Street Address (if different from above) city Stale ZIP Email rebcolonna@yahoo.com 2. Agent/Con"ctor Information Business Name Stature Engineering, P.C. Agent/ Contractor 1: First Name MI Last Name Everett (E.B.) Pannkuk, PE AgentiContractor 2: First Name MI Last Name Mailing Address PO Box Cily State PO Box 1429 Carolina Beach NC ZIP Phone No. 1 Phone No. 2 28428 910 - 622 - 5261 ext. ext. FAX No. Cmtrector • N/A Street Address (/f dilrerent from above) City State Zip 607 Columbia Avenue Carolina Beach NC 28428 - Email EB@StatureEngineering.com <Form continues on back> 'VJUN 0 4 2021 252-808-2808 :: 1-888.4 RCOAST :: www.nccoastalmanagaqq t.net rNCr Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit I Project Location Canty (can be multiple) Street Address State Rd. # New Hanover 9 Corbett Street Subdivision Name State Zip N/A TWC' ghlsvilleBeach NC 28420- Phone No. Lot No.(s) (if many, attach additional page with fist) 919 - 412 - 8401 ext. R06318.001-009-000, I , a. In which NC river basin Is the project located? b. Name of body of water nearest to proposed project WA Intercoastal Waterway C. Is the water body identified in (b) above, natural of manmade? d. Name the closest major water body to the proposed project slte. ®Natural ❑Manmade ❑Unknown Atlantic Ocean e. Is proposed work within city limits or planning jurisdiction? I. If applicable, list the planning Judstlictlon or city limit the proposed ®Yes ONO work falls within. Wrightsville Beach 4- Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 80 feet 15,682 sf of land C. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or 0.36 acres, I I NWL (normal water level) (If many lot saes, please attach additional page with a list) 4- ®NHW or ❑NWL e. Vegetation on tract Residential lawn. I. Man-made features and uses now on tract Boat ramp, pier, gazebo, floating dock, and two boat slips. JUN 11 2021 g. Identify and describe the existing land uses adwace to the proposed project site. Pier, gazebo, floating dock, boat slips. h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning? R-1 (Attach zoning compliance certificate, if applicable) ®Yes []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 trap? If yes, attach a copy. Elves ONO ®NA If yes, by whom? L Is the proposed project located in a National Registered Historic District or does it i []Yes ONO ❑ National Register listed or eligible property? a <Form continues on next page> 4 RECEIVED 4 JUN 0 4 2021 252.808-2808 :: 1-888-4RCOAST :: www.necoaatalmanage nMMLMINGTON, NC Form DCM MP-1 (Page 3 of 4) APPLICATION for m. (I) Are there wetlands on the site? (it) Are there coastal wetlands on the site? (III) If yes to either (I) or (ii) above, has a delineation been conducted? (Affach documentation, if available) n. Describe existing wastewater treatment facilities. Surface runoff. o. Describe existing drinking water supply source. Public water. P. Describe existing stomr water management or treatment systems. N/A. Open water. Major Development Permit ❑Yes ®No ❑Yes ®No ❑Yes ®No 5. Activities and Impacts a. Will the project be for commercial. public, or private use? ❑Commercial ❑PublidGovemmeft ®PrivatPJCommunily b. Give a brief description of purpose, use, and daily operations of the project when complete. This project will add a bulkhead to protect the existing shoreline from future erosion. It also includes maintenance and shoreline protection of an existing boat ramp. The daily operations will remaing the same - residential waterfront amenities. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. This project will be performed with a mini excavator. Construction hours will be Monday - Saturday from 8:00 am - 6:00 pm and will meet all local jurisdiction requirements. d. List all development activities you propose. Install a bulkhead along the property line to protect an existing residence from erosion and undermining. The project also includes maintenance and shoreline protection for an existing boat ramp. e. Are the proposed activities maintenance of an existing project, new work, or bolh? Both. A new bulkhead and maintenance of existing boat ramp. f. What is the approximate total disturbed land area resulting from the proposed project? 505 residential yard q ®S .Ft or ❑Acres g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA that the public has established use of? h. Describe IocaLlUfl and type of existing and proposed discharges to waters of the state. The existing discharge is surface Flow. This will not change as a result of this project. I. Will wastewater or stomneater be discharged into a wetland? Dyes No DNA If yes, will this discharged water be of the same salinity as the receiving water? ❑yes ❑No ❑NA J. Is there any mitigation proposetl? ❑Yes ❑No ®NA If yes, attach a mitigation proposal RECEIVED <Fortn continues on back> 11� RECEIVED JUN 11 A71 JUN 0 4 2u°1 52-soa-2so6 t-aaE-4RCDAST :: www.necoastalmanagemeeC� IN DCM-MHD CI ILMINGTON, NC Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit B. Additional information In addition to this completed application form, (MP-1) the tollowing items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (I) are always applicable to any major development application. Please consult the application inshri chon booklet on how to property prepare the required items below. a. A project narrative. b. An accurate, dated work plat (Including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name David E. Rodger Etal Phone No. Address 204 Water Street, Wrightsville Beach, NC 28420 Name Roger D and Pamela Y Teague Phone No. Address 12 Corbett Street, WrigthsNlle Beach, NC 28420 Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, penmittee, and issuing dates. h. Signed consultant or agent authorization form, If applicable. I. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Ad (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. Certification and Permission to Enter on Land I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project, further certify that the information provided in this application is truthful to the best of my knowledge Date _April 27, Print Name Everett (EB) Pannkuk Signature cif Please indicate application attachments pertaining to your proposed project. ®DCM MP-2 Excavation and Fill Information i- EIDCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development—' ❑DCM MP4 Structures Information Ak.„ t RECEIVED JUN 11 2021 DCM-MHD CITY RECEIVED JUN 0 4 7.021 252.808-2808 .. 1-888-4111!COAST .. www.nccoastalma a r Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. AccessChannel Other (NLW or Canal Boat Basin Boat Ramp Rock Groin Rock (excluding NWL Breakwater shoreline stabilization Length 10' Width 10' Avg. Existing Depth NA NA Final Project Depth NA NA 11. EXCAVATION 14This sechm not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. C. (i) Does the area to be excavated include coastal wellands/marsh (CW), submerged aquatic vegetation (SAX), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW _ ❑SAV ❑SB OWL _ ❑None (t) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area. c. n Do you claim title to disposal area? ❑Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner e. (I) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WI-)? If any boxes are checked, provide the number of square feel affected, ❑CW ❑SAV ❑SB OWL ❑None (10 Describe the purpose of disposal in these areas. d. High round excavation in cubic yards. ®This section not applicable b. Dimensions of disposal area. d. () VNII a disposal area be available for future maintenance? ❑Yes ❑No [:]NA (il) If yes, where? f. () Does the disposal include any area in the water! ❑Yes []No ❑NA (I) If yes, how much water area is affected? RECEIVED RECEIVED JUN 119021 JUN 0 4 2021 252-808.2808 :: 1.8W4RCOA3T :: revised: Form DCM MP-2 (Excavation and Fill, Page 2 of 3) 3. SHORELINE STABILIZATION El This section not applicable (if development is a wood groin, use MP-4 — Structures) a. Type of shoreline stabilization: b. Length: 71 Ialnuixneaa Llttlprap L.Breakwaler/Sill ❑Other: C. Average distance watemard of NHW or NWL: 7.33' e. Type of stabilization material: Vinyl bulkhead g. Number of square feet of fill to be placed below water level. Bulkhead backfill 5-Q5 Riprap Breakwater/Sill_ Other_ I. Source of fill material. TBD - to be approved by Wrightsville Beach Town ordinance Width: L d. Maximum distance waterward of NHW or NWL: 11.75' f. (i) Has there been shoreline erosion during preceding 12 months? ®Yes ❑No ❑NA (II) If yes, state amount of erosion and source of erosion amount information. 505 sf of erosion. Based on CAMA NHW delineations. See submitted survey. h. Type of fill material. Clean select sand fill 4. OTHER RLL ACTIVITIES ❑This section not applicable (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? SYes []No ❑NA b. (p Will fill material be placed in coastal wetlandshnarsh (CM, u yes, (it) Amount of material to be placed In the water 35 sf (III) Dimensions of fill area 10'x1 ly (iv) Purpose of fill 4" concrete overlay to repair the boat ramp. 5. GENERAL a. How will excavated or fit material be kept on site and erosion controlled? Fill will be placed behind a new bulkhead. Vegetation will be planted for erosion control. C. (I) Will navigational aids be required as a result of the project? ❑Yes ONO ❑NA (II) If yes, explain what type and how they will be implemented. 4/29/2021 Date 9 Corbett Street Bulkhead Project Name REC JUN 112021 DCM-MHD CITY suomergeo aquatic vegetation (5AV), shell bottom (SB), or other wetlands (WI-)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV _ ❑SB OWL SNone (ii) Describe the purpose of the fill in these areas: In. What type of construction equipment will be used (e.g., dragline, backhce, or hydraulic dredge)? Fill will be brought in by dump truck and will be spread with a Bobcat. d. (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes SNo ❑NA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. l E.B. Pannkuk, PE ApplicamdNamee ' Applicant Signature n 252-808-2808 :: 1.8884RCOAST :: w .nccoastalmnnaeement.net revised: 12I26/06 DCM WILMINGTON, NC STRUCTURAL NOTES GA, d' 0% �3e +vR Si aznsxuxioMosxLns RIfLAR04L/LLLL • • J•.� Try_ ��-� ,foxwni- i \ MMP Lnenr \ BIIWGO / / ML� wL DP ' [MVI.I. Eru Pe. sv4x vcnR4 NSPS# NJPA]'42'C EIP1 N: 15MI087 Rzm \ ,y4 �// fMxCFRRFBE6w\ �tg�• Y w.ssnva.zeRz \ • . snvr.nsnnzur \ ° 1SlOR. Ra6w \ \ oLn v If\2L auvxsimLzr. Lr u vR. sewvc.r95r N3Iw'SO'[ RRSmfL gV 4vvwvm . ulvavLu \vuv�( zs°Ai 'Po� .RgOROvxOLuvJ �` rvIP 'P!) EIRI N: 187383M E:2360202.436 UM711-ME23®IAR(G10)a457 EIPEB :er l 1 SITE PLAN Ov p v o a rtm�+�wsRrumens Tp�(+, fs� eF p'Sv7g I N.T.S. x+Vo-+ewwume.M�wL. 608evB.®� V El�� SEP 2 0 2021 WIP SECTION MHD GENERAL NOTES: 1. THE STRUCTURAL NOTES SHALL BE USED IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS. 2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE 2016 NC BUILDING CODE 3. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS. ELEVATIONS, AND OTHER REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OFTHE STRUCTURE. 4. THE CONTRACTOR SHALL MANE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. 5. ALL SPECIFICATIONS REFER TO LATEST EDITION. DESIGN LOADS: GROUND SURCHARGE: 50 PSF HYDROSTATIC GROUNDWATER PRESSURE - ELEVATION DIFFERENCE WITH CANAL' 1'-0" ENVIRONMENTAL: 1. THE CONTRACTOR IS RESPONSIBLE TO PREVENT CONTAMINATES, DEBRIS, POLLUTION, OR SEDIMENT FROM ENTERING THE WATERWAY. THE CONTRACTOR WILL NOT DIRECTLY RETURN WATER OR ALLOW STORM WATER TO DIRECTLY ENTER THE WATERWAY. 2. THE CONTRACTOR IS RESPONSIBLE TO USE SCREEN OR OTHER PROTECTIVE EQUIPMENT TO KEEP CONSTRUCTION DEBRIS FROM ENTERING THE WATERWAY. THE OWNER RETAINS THE THE AUTHORITY TO REQUIRE ADDITIONAL ENVIRONMENTAL PROTECTION IF THE CONTRACTOR HAS NOT INSTALLED ADEQUATE PROTECTION TO BE AFFECTIVE. GEOTEXTILE FABRIC 1. MIRAN FILTER 300 WOVEN GEOTEXTILE FABRIC GEOTECHNICAL: 1. EXISTING GRADE AT BOAT RAMP TO BE COMPACTED TO 987.OMC. 2. NC DOT COMPLIANT NC DOT CLASS 2 RIP RAP SPECIFICATIONS. 3. ASSUMED EXISTING SOIL IS CLEAN SAND. TIMBER: 1. LUMBER SPECIFIED AS NO 2. PRIME SYP UNLESS OTHERWISE NOTED, LUMBER SHOULD BE TREATED TO 2.5 LES OF PRESERVATION RETENTION PER CUBIC FOOT. SURFACE PREPARATION IS S4S. MOISTURE CONTENT IS KDAT19. PRESSURE TREATMENT TO MEET UC48 STANDARDS. FIELD CUTS ARE TO BE TREATED WITH COPPERS #50. 2. FASTENERS ARE SPECIFIED AS 12 GAUGE. STAINLESS STEELSCREWS - UNLESS SPECIFIED OTHERWISE BY TIMBER TIE MANUFACTURER CONCRETE: 1. REINFORCED CONCRETE TO CONFORM WITH ACI 301 LATEST THE CONTRACTOR WILL COMPLY WITH ACI 301 AND ACI 318_ T FOR ENGINEER APPROVAL THE MIX DESIGN MUST MINIMUM 2u UAY STRENGTH. SLUMP PER ACI 2. 28 DAY CONCRETE STRENGTH -4.088 PSI 3. REINFORCING STEEL a. REBAR: ASTM A615. GRADE 60 b. WELDEDWIREFARRIr:-ARTMIRS 4. CONCRETE CLEAR :2- 5. NO FLYASH PERMITTED. 6. LAP SPLICE IT MINIMUM E36 BAR DIAMETERS). 7. CONCRETE MIX DESIGN TO INCLUDE 4.5 GALICY OF CORROSION INHIBITING ADMIXTURE. 8. CONCRETE TO INCLUDE 641%AIR ENTRAINMENT. 9. INCLUDE MASTER BUILDER LTW450 ANTI -WASHOUT ADDITIVE. TIE BACKS: 1. TIEBVACKSARESPECIFIEDASPLATPUSANCHORSBW27BMMSIS TENDON. 2. ALL TIEBACK TENDON, AND TERMINATION CONNECTION MATERIAL SPECIFIED AS STAINLESS STEEL 316. STRUCTURAL ENONEERING 4: PROJECT MANAGEMENT PO BOX 1429 CARWNA BEACH. NO 28428 P:910-622-5261 NEW BULKHEAD NAIGXiaVILLE BFACK NC STRUCTURAL NOTES AND SITE PLAN SO —� A B - wl��osm Fuwnax 5, 51 praL4W, pr]W W.prSew0aE Y8, J' RO SRR 5 RPMU1FlEPw R9l RVRJ k QNiW SS VLE9fit 0.3 y wTl e MQV0.94➢15131GNF M11PI6 NgOPBM vrxupFoixuwpApwxv Nwu Gs,Fww f � L /i • �` Po�R�� 31R9.flf6,9i5Q6d6G ,FPYM' lEtIBAYO CIOSSI RAIM qi g�igE YRAR AYIN ` F9'SIWYL9EE]WE Y£1FPMt&IXr E aww wRGMQeot WPNCCMAE]E - q �1 NEW BULKHEAD SECTION ^ SCALE: I1V=1'-0 ♦i �d `� {. ••• -1 ` VA�.FWI,PESSe PFMEfiiGIfC1KK1 II n NEW BULKHEAD LOCATION Rp.Y.+�INF`I A*V'v.la •F purr(�GrtyY]epLh9Y � SCALE 118•=1'-0' x+Nzarewueumbrt,.�:h. u9nacaowvurs 2-rauPAreonw FmmtraclF,EpiLp S, .: aEaA],m xsr]uREE]wE -�` TGM,O CCNLPEIE RAMP RL T. YRIE >' D q a W[PE,E W FGSRGOdIEBM,R.Wp • E9eIMtt RfERRE e IRO n EXISTING BOAT RAMP ENLARGED PLAN n BOAT RAMP SECTION � o scuEa¢=r-o• scAiE trz•=r-o• [91OVElEFYOPdNR I. a®AH FID1PO ftlOHIEmAi RYP. @5EA Y0.W lOF#A6EVMFNl.4FL1fr 1✓0A'\E6az9fI6i9!O@6EIE 2 hSINLUSB.Y(!RO 1 Ot. ,NWOAL&TfiFION00UE,ERu V l ]QAISr'R>QR]EGV IrnOy - eGv]RsaGasosox Rxalmle,n - SBf NR WMI/dYdT - CD.WE WS)FR @JI61 NIx9AM41J.90Jf AM1AE 6�;CEc&EGa`'fkED SEP 2 0 2021k1�g IMP yr—UTION VI -HD STATURE TE ENGINEERING STRUCTURAL ENGINEERING & PRQECT MANAGEMENT PO BOX 1429 CAROLINA BEACH, NC 28428 P:910-622-5261 NEW BULKHEAD w++lrinsvcus SFux. xc NEW BULKHEAD LOCATION PLAN, SECTIONS AND DETAILS PROJECTW. 21015 CA IE: '17=1 SCALE ASNOTEO 0M BV:5 I PRWMM: ESP S1 PRELIMINARY q 1p N RFFeRE!CEs ui'i, w e �µ.AY Ie1..1Y�Y1fY.Ty...�rYY��Y1M �4Ylrfrm.Y.r1 W �nYs 1.....�1-1-Nmu.a� Y..,.IYY.YY.p.YY{N.R�_G1. .>Otl.mOR1.t01R.ml.m® �RmlwlellYlY�.R.mRY � I�Ir1Yn.1M NAXIPl1Es/O. W 2pMgMBpB1 �Rart�RIm:Y 6M �Mm IR ✓Z iuilr JUN 11 M1 l I0F1 ReoQ mr u�m w .pert u,.l.:nrme. RECEIVED JUN 0 4 2021 DCM WILMINGTON, NC STATURE TE ENGINEERING S7Butuiew o�owcfxeB PO BOX 1429 QMq BFAe0 YB{RB P; P:TP-8Y1-S]E1 GP QP�GP� PP NEW BULKHEAD ewemMl,wte 112=1 SURVEY DCM-MHD CITY —•� -- eux�pErd „�,_ IoceMMl vAr ___1_111 n •_r wn'cic 9rwn7 "••m� 'r I I a...... I me r. I REB[CCA COLANNA wRiM en.aamw...c ®.Yf..o ia••�.t♦]L.I. � Iuru oCYV.Ow JUN 11 NZI DCM-MHD 'CITY PRELIMINARY WORK MAP NOT FOR 5ALE5 OR CONVEYANCE5 ' ElEVA/ION CBNIIRGTf Leos rr Y.. � ➢Il..r ...rr•`rr.rr' I � e.^1-.w w...i •O �r er �' �rrrrr.a rr�0 —fie .�. .— S. e`vurA eawm vsv �• roev w�:...i �"rA".1. ,rrr.r.r.. •m........ T.ra.. . •rTl••.-�Yr..ra.wu ., ... o.r,,..rm w .rr.r..........r.r.... u e.. o�rrrm 3r.rr. r .�.w�oneseAwuss.an..+vw:n. _G t�urnM .1s�YrVr r....r. rrr.�-r• Trr... vwnaueimw.ir,r�rrw,.... �..rr r�rr No T.rr..rN.rr.Y�lr..rr a r.. ..,rrr.rr ore. o..revr. O.. [IrrAO.r T RECEIVED JUN 0 4 2021 DCM WILMINGTON, NC STATURE SE ENGINEERING slmltnwu. BNrae w ERQFGT YANAQLFNT M BQM 14n CARQINA BEACH. NC 'BIRD P.BIO-eu-ss l Pve pN G�Q��GP PQ NEW BULKHEAD MieglrAMlA e'ra,. c 12;;2015 SURVEY & ELEVATION CERTIFICATE DETAILS FlI w. 21MG mm MI1elM eGll: NNDI® eYIy.II: MAT .1pIY01t B. S3 0 / IIEA� mNDRE16 \ D9ron l � 1'IF � RKMF WIKH6b / UXAJ E RWPXERt Iw W.. S1.1 WNW"Mw .NC N: E:: L a� WK R[prO..M � Y i.a9ue / II CorNI13M � � \ IPI 991.087 WA(F�MH. BwU. Nf: %fI3.093 \ um / \ CUK88 6hRFx / iM,t'E9 AFILQA \ e]' '!II. \ 0.695i9 K. y31 \ A[NFe R=CAL4ECf co, ` 13TOKYR.WLD \ ^\ wUU NQAWITN • .,I' PG EN(1OSNlOWE11..:. lEVfl \ •' • :J4 \ .'f'' 1. •' NIP (MMMfDINV.I Cg an N: 962M3.962 L 2360MZA36 \ EIP IRMIMMMCCA \ / Dtww IL 0i IMRi9.00 TM] raiea141913Iml MIDIMMT ,7\\ I EZi®1A7514G10) EL457 LL� Mu 49uK.Io NO OF / — MAP FMxIRM DIL E P EIR D.0. SYf W. INF � ORW RFMT / J�Y ,/ D13MI10.1A , / / / \ EIP EIP rl SITE PLAN 1 Nrcrr4A,MN,o4rs NT% MyrwKuw+..-y JUN 112021 STRUCTURAL NOTES GENERAL NOTES: I. THE STRUCTURAL NOTES SHALL SE USED IN COIJINCRON MATH THE STRUCTURAL DRAVNNGS. 2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE INTTH THE PROVISIONS OF THE W16 MC BUILDING CODE, 3. THE CONTRACTOR SHALL MEW VERIFY THE DIMENSION, ELEVATIONS. AND OTHER REOUIR EMEMS NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE STRUCTURE 4. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. S. ALL SPECIFICATIONS REFER TO LATEST EDMCN DESIGN LOADS: GROUND SURCHARGE; W PBF HYDROSTATR GROUNDWATER PRESSURE -ELEVATION DIFFERENCE VAIN CANAL 1'-T ENVIRONMENTAL: 1. THE CONTRACTOR IS RESPONSIBLE TO PREVENT CONTAMINATES, DEBRIS. POLLUTION, OR SEDIMENT FROM ENTERING THE WATERVY. THE CONTRACTOR WILL NOT DIRECTLY RETURN WATER OR ALLOW STORM WATER TO DIRECTLY ENTER THE WATERWAY. 2. THE CONTRACTOR IS RESPONSIBLE TO USE WREEN OR OTHER PROTECTIVE EQUIPMENT TO KEEP CONSTRUCTION DEBRIS FROM ENTERING THE WATERWAY. THE OVNER RETAINS THE THE AUTHORITY TO REQUIRE ADDITIONAL ENVIRONMENTAL PROTEC11ONP THE CONTRACTOR HAS NOT INSTALLED ADEQUATE PROTECTION Tb BEAFFECTIVE. GEOTEXTILE FABRIC: 1. MIRAFI FILTER 300'ACMEN LEOTEIEILE FABRIC GEOTECHNICAL: 1. EJBBTINGKMIADE AT BOAT RAMP TO BE COJ PLCTED T0SPIN DIAC. i NC OOTCOMPLUM NC DOT CIASS 2 RIP MP SPECIFICATIONS 3. ASAM®EXISTINOSOILISCLEANSANO. TIMBER: 1. UMBER SPECIFIED AS NO PRIME SYP UNLESS OTHERWSE NOTED, UMBER SHOULD BE TREATED TO 5 LBS OF PRESERVATION RETENTION PER CUBIC FOOT. SURFACE PREPARATKMN IS 543. MOISTURE CONTENT IS KDAT19. PRESSURE TREATMENT TO MEET U(>1B STAN'CARDS. FIELD CUTS ARE TO RE TREATED WTR COPPERS M. 2. FASTENERSARE SPECIFIED ASI2GAUGE, STAINLESS STEEL SCRENS- UNLESS SPECIFIED OTHERW SE BY TW BER TIE MANUFACTURER. CONCRETE: I. REINFORCED CONCRETE TO CONFORM WTH AG Wl LATESTEDITION. TIE COVTRACTOR NILLCOAPLY Yr1TH AG W1 qND AG 318_ CONCRETE TOWPLACEDPERACI3 MCI305RDURINGNOTWEATIIER/ACIR WRING COLD WEATHER BELOW 4D DEGREES). CONDUCTOR TO PROVIDE MIX DESIGN FOR ENGINEER APPROVAL ME MIX DESIGN MUST HAVE MINIMUM OF 10 SAMPLE BREAKS SHOVING THE REQUIRED MINIMUM 26 MY STRENGTH. St LAMP PER ACI RECOMMENMTIONS. 2. M DAY CONCRETE STRENGTH-4,=FRI 1 RE] NFORGNG STEEL. A. REBAX. AS.MA815,GRADE00 b. NELDED`MRE FABRIC: ASTM IM, 4. CONCRETECLEAR2 S. NO FLYASH PERMITTED. 8 LAM FSPLICE IO'MINUM(MURDIAMETERS). ). CONCRETE MI%DESIGN iO MCLUOE I.SGALCV OF CORROSION IHIBRINGADMI%TURE 0. CONOETE TO INCUDE"%AIR ENTRAINMENT. 0. INCLUDE MASTER BUILDER UM ANM11AASHOIT ADOOIVE TIE BACKS 1. TENDON, SARESPELIFIEO ASPIATIPUS ANCHOR3800 ]/BMM S/S 2 ALL TERACK,TENDON, AND TERMINATION CONNECTION MATERML SPECFIED AS 6TNNlE53 STEEL Ji0. DECEIVED JUN 0 4 OCM WILMINGTON, NC STATURE qE: ENGINEERING ■ muclu l ERDNFETPNB ! PROECT MANAGEW13IT P0 BOX 1429 C/IN%WA BEAAK NC 20M P.NO-622-5201 NEW BULKHEAD I MMCRIM,EFP/p1,,C I STRUCTURAL NOTES AND SITE PLAN 9c DCM-MHD CITY n NEW BULKHEAD LOCATION wumvxrt EXISTING BOAT RAMP ENLARGED PLAN l� sCNt lff I r JUN 11 2021 DCM-MHD CITY �B B�RAMP SECTION 8WE tQ'=t•-P �T miv[iam�D mir w. ePKR4aitlJS4.R exu rxrwwm:a-rt i Mlr }Ypr.�xrropsncmu[RItlV a nwavmunewi. r•«; �Mu.S PN'4ixwOum..w.9Wr STATUREOE R w.nr��wp �w rmrrnE.m mS°OfM' era..reerxsc `m"� — �a nrom ar a �e ENGINEERING "�' smucnwn �+rxwr+c ro eox 1429 cutanu eua, we zeaae iwry°r.,�n,.m � AArrurroiaew P.B1�lSl-6]61 wrraremr . �renarw..esroc awrev®aa .EMF ]f£IaE y{tg ul✓d ,ia rm.onia.oc NEW BULKHEAD SECTION ^ sGUE�,M•.ra GP' QP�GP'( PP NEW BULKHEAD anwuwev<n�c NEW BULKHEAD LOCATION PLAN, SECTIONS AND DETAILS RECEIVED JUN 0 4 2021 ,,,,, ogre Y,NE: "mm OCM WILMINGTON, NC ..e s S1