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HomeMy WebLinkAbout85856D - Bald Head Ltdc❑CAMA El DREDGE & FILL N9 85856 A B C D LN -0G E N E RAL PERMIT Previous permit Date previous permit issued [INew ❑ Modification [:]Complete Reissue ❑ Partial Reissue As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to: 15A NCAC % ,- ❑ Rules attached. ❑ General Permit Rules available at the following link: www.deq.nc.yov/CAMArules Authorized Agent Project Location (County): Street Address/State Road _>> City r /r't_h t' E,('V {_.' yt t^_N `(,"ZIP -.I k( I Affected ❑ CW EW dIPTA ❑ ES ElpTS Adj. Wtr. Body nat/ unk) AEC(s): ❑ OEA ❑ IHA ❑ UW ❑ SPIMA ❑ PWS Closest Maj. Wtr. Body ORW: yes no PNA: yes/no Type of Project/ Activity Shoreline length " — `QUO l f Access Length �0 I -4. Q 0 Pier (dock) length l i Fixed Platform(s) Floating Platform(s)' Finger pier(s) Total Platform area Groin length/# Bulkhead/ Riprap length Avg distance offshore Breakwater/Sill Max distance/ length Basin, channel Cubic yards Boat ramp Boathouse/ Boatlift a Beach Bulldozing Other SAV observed: yes �r10 Moratorium: n/a yes Site Photos: yes o Riparian Waiver Attached: yes Vo A building permit/zoning permit may be Permit Conditions V V-V\ rA 4' ❑ TAR/PAM/NEUSE/BUFFER (circle one) 1 ;t.%. �! �f �/ ❑ See note on back regarding River Basin rules ❑ See additional notes/conditions on back I AM AWARE OF STATUTES, CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial) Agent or Applicant'PRINTED.Name Permit Officer's PRINTS Name { - _.!. Signature **Please read compliance statement on back of permit** Signature IL C_ 1,'6 i i Date Application Feels) Check #/Money Order Issuing Statement of Compliance and Consistency t , This permit is subject to compliance with this application and permit conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that: 1) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement from the adjacent riparian property owner(s) has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s). The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certify that this project is consistent with the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: 1-1 Tar - Pamlico River Basin Buffer Rules 1-1 Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Resources. If you have any questions, please contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215). Notes/Additional Permit Conditions: Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized project area and disposed of in an appropriate upland location. Division of Coastal Management Offices Morehead City Headquarters 400 Commerce Ave Morehead City, NC 28557 252-808-2808/ 1-888-4RCOAST Fax: 252-247-3330 (Serves: Carteret, Craven — south of the Neuse River, Onslow Counties) Elizabeth City District 401 S. Griffin St. Ste. 300 Elizabeth City, NC 27909 252-264-3901 (Serves: Bertie, Camden, Chowan, Currituck, Dare, Gates, Hertford, Pasquotank and Perquimans Counties) Washington District 943 Washington Square Mall Washington, NC 27889 252-946-6481 Fax: 252-948-0478 (Serves: Beaufort, Craven — north of the Neuse River, Hyde, Pamlico, Tyrrell and Washington Counties) Wilmington District 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 910-796-7215 Fax: 910-395-3964 (Serves: Brunswick, New Hanover and Pender Counties) http://portal.ncdenr.org/web/cm/dcm-home Revised 6/01/2021 wr - as I p �(r ^x<"' CAIVIA i .1 DREDGE & FILL GENERAL PERMIT',? ew j....if" odfication t_„ Complete Reissue Cj 41 Reissue As-tf—xted by cite of Nonh C mh, ikparvoetu at ErTMtronnta+rtei Qcisi+tY aad ta+e Cam: v r orarens �'�.»�m.,zkars u3 sm w" of i sA NCAC-) k _.. _ 1._j r1iCfi icwdra d Y i GeQ" Amaw R44ft UgAUble it !AP D 1S6LP �rd[ �r - aft x AWw.]nt Nanrg Audrtorrted AViTt , Addtess�r�-n-m City. 2tP Str oot PbAdloo__.,_ ._.-.._.,.`. CAY Afkctvd [ EW PTA r�Bi Pia Adt w1G &Xiu __ _. 't fl r aEA I l-_ ixA tiPIMA Ctossrt M24 wt" Body.� ORW Ye, PaA V-f to / _ TYPe at Projectf Act!Wty �Ja:rir!tiMe LcngtS it__ Arch,> L'-"� h _A9 (_lL_ F _ Pwtdotks'eritit, ^ r v hod Ptatk=rtn+s) .i pw(3) Tt�Biptat!*t9rm area -.1 &dkauradE Rtvapten$tt t<vR distance orhhore .,...___ Max d! tmeet iengti, _.,. Cubic Yards &rat ramp CK r, � �_p � Site D6otgS: RioariatWaiver Att Ord'. YEs A {sutldx�gpetririt! trrrmrt nvY the re4 _.— M {ai't�,an leo-s) Ln" aimrxeeY woe+ ­{t• i {~� F1�R1PAa-t:�aEL15Et8UsfER «rek a,e) 5ct +ttrtt 5rA b�ik rtyyf+iatg krycs a}asm roar., ��� Fee :.do%tsM+at Yeitesfcpnat+QM rn br+�it 44b HV87 87 Keelson Row, Bald Head Island, NC 28461 BrunsCo Tax Parcel 2605BO65 CAMA GP.1200 Pier & Dock Permit At Bald Head Island Limited, LLC CAMA 151-84 Slip Re —Allocation Per 9-2-21 CAMA Refinement Bolts to Be HDG 3/4"0 all thread rod Screw Fasteners to be Stainless Steel Cross Bracing to be 2x6 ptsyp Alternate Directions on Pile Bents i.e. Pile Bents 1,3,5 from Bottom to top Pile Bents 2,4,6 from top to bottom Bottom 2x6 ptsyp bracing at grade: Provides support for shallow embedment 6' max II e 12x8x5'-11" DtSVD 1 e II MC e — --- -- e 0 0 Piles to be 6x6 or 8x8 ptsyp CCA 2.5 x 20' length, for 8' min embedment, from existing bulkhead until appx last 24' from escarpment/edge of marsh. Last 24' = 5 pile bents = 10 piles to be 24' length. 1----- 5'-8" out to out r Piles to be 12" Butt Diameter @ 3' from End. 2.5 CCA PTSYP Cross Bracing to be 3x8 ptsyp Girders 3x12x24' PTSYP 2.5 CCA Joists to be 3x10x16' PTSYP 2.5 CCA Deck Boards per owner. Default = 2x6 ptsyp "t < �� SEAL = 15684 ',,��•��'GINEEP.• DEC 'I BRUCE MAREK, P.E. C I 5489 EASTWIND RD OCM WILNFiCTC.�Iv, NC WILMINGTON, NC 28403 e -.+ a is 1 n` Marsh` w 12 Ls LA Ls 21 Ul 4r.G��uw..... • Brur For CAN Bald He.i At r I FTE:_ .�+ ,w. e ..ace Q Pies, E t e i✓ cp S Reiocottd Pier Alignment to Satisfy / - PbtfojJ)'.. 1.34 x30. �' ; •"„�" ` - `'� ftz 5 Leet/ard Ct Comments 12-22-2 an ` oatin back ` g . i wit Oh t 6.67'x8'Tee r;,,�, (Mood a: lr� h £� 5'.x30`' --� L��•;.r• •. i`.. . Fu • � �' •.iay •. � -�' nth ����t k�.'�' W.,��"' {17 PM j Ay �4Kayuk t►i�' 'ilk ".« i'L. t CAM t .a" JmN. j " -.,ems. • 7059'55.85,t Imagery �ate:9��1�021 330 13S.96 MacPherson, Tara From: James Bohanek <jmbohanek@gmail.com> Sent: Monday, December 26, 2022 5:17 PM To: marekyd@ec.rr.com Cc: MacPherson, Tara; Christina Subject: [External] Re: Certified mail HV87 Pier -Dock Categories: To Print CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Hi Mark, Just coming up for air after Christmas. Thanks for sending the new documents. It looks like the changes are minimal, but I can tell that the new pier is closer to the old pier damaged in the storm. In a perfect world, no additional dock would be built. But we understand that Bald Head Limited has the right to build additional slips. If this is the furthest away the new dock can be placed from our property, then we are willing to sign off on the updated plan. We appreciate your willingness to work with us and try to mitigate the impact of the new dock on our property. Best wishes for a happy and healthy New Year. Let us know if you have any questions or if there is anything else we need to do. Kind regards, James Bohanek 5 Leeward Court (917) 825-7870 On Thu, Dec 22, 2022 at 10:17 AM <marekyd@ec.rr.com> wrote: James/Christina, Attached is my drawing, C2, seal dated today, 12-22-22, with the revised location of the pier/dock for 87 Keelson Row, with the pier located a bit further south/away from your lot at 5 leeward Ct, per my yesterday evening e-mail. Google Earth Images never quite line up with surveyed drawings unless you are lucky enough that the satellite was directly overhead of your parcel. Otherwise, you get some distortion. I have tweaked the 2021 Mean High Water Line of Bald Head Creek to better match the Google shoreline. I have also drawn in the appx VBHI Marina Park replacement dock, and drew in yellow a line from the private dock at the end of Windward Ct to the appx new floating dock location for the Village. The HV 87 dock is within the line of the Windward Ct and the Marina Park Docks. Please note, the original tent-site/Marina Park Dock was further out. So with the new proposals, you will have a better creek sight line than pre -Hurricane Isaias. Bruce Marek, P.E. 5489 Eastwind Rd Wilmington, NC 28403 marekyd@ec.rr.com 910-799-9245, Cell 910-228-2484 December 16, 2022 Re: Bald Head Island Limited LLC HV87, BrunsCo Parcel 2601 B065, 87 Keelson Row, Bald Head Island Creek Dock General Permit GP.1200 Request Per CAMA 151-84 Refinement for Creek Slip(s) Re -Allocation 9-2-21. Ms. Tara MacPherson NCDEQ CAMA Bald Head Island, NC 28461 Dear Ms MacPherson: Bald Head Island Limited, LLC has asked me to seek a CAMA GP.1200 Pier/Dock General Permit for its property at HV 87 (Harbour Village 87), BrunsCo Parcel # 2601B065, 87 Keelson Row, Bald Head Island, per its CAMA 151-84 Creek Dock Permit Refinement 9-2-21 for re -allocation of one of its 4 Bald Head Island Limited LLC slips. Pier/Dock to meet requirements of 15A NCAC 07H Section .1200 — General Permit for Piers and Docking Facilities in Estuarine and Public Trust Waters and Ocean Hazard area. As you know, Bald Head Island Limited, LLC retained ownership of four of the six slip positions on the 2007 "Tent Site Dock" aka Creek Dock #3, CAMA 151-84, when it sold "Marina Park" to the Village of Bald Head Island. Hurricane Isaias, August 3, 2020, severely damaged the 140' long x8' floating dock and its appx 235 If, six foot wide wood pier plus 12'xl2' pier end structure. That pier, pier end and floating dock 16have since been removed. As had been done previously during the CAMA 151-84 existence, CAMA has allowed Limited to re- allocate its slip positions of the 60 permitted on Bald Head Creek to other Bald Head Island Limited LLC or related properties. HV87 was allocated one of the Tent Site/Marina Park slip positions. HV 87 Rev is a recombination of lot HV87 with a portion of Bald Head Island Limited LLC's 26000005 "Remainder" Parcel out to MHW. There are 244.09 LF of MHW/Riparian Shoreline. In theory allowing a maximum of 8x244 = 1952 sf of "dock platform" of 2000 sf max with a CAMA Major or 800 sf max of "dock platform with a GP.1200 Permit. For the GP.1200 permit, there is a max of 400 sf of dock platform for any one element. I am proposing a 17'x23.5' = 399.5 sf fixed pier end dock platform at the end of appx 250 if of 6'max width pier. The pier and pier end deck height is designed to be at the height of the top of the HV87 wood bulkhead cap, appx 7.1 FMSL. Top of pier will be appx 5' above grade at the bulkhead, 7' at the waterward end of marsh grass, and appx 9' at the escarpment. 6' wide wood pier is to be similar construction to the pier at the Marina Park temporary kayak dock. Pier 6' or less in width does not count as dock platform. The floating dock to be tee shaped, with an 11'4"x 30'-6" (11.334'x30.5'= 345.9 sf) with a 6'-8" x 8' Tee stem (6.667'x8' = 53.4 sf) = 399.3 sf < 400 sf. (I am hoping to acquir he �mporary kayak dock and add an extra row of floats to the existing 8'x30' main d;ck). V% g out for a 5'x30' ramp (assumed aluminum, to waterward end of hinge plate). 1 DEC OCM WILMING1_ NPaie 1 CAMA GP.1200 Pier/..Dock Request HV87 87 Keelson Row BHI 12-16-22 BMPE Note that per CMA rules, I could exempt the waterward 6' of floating dock (6'x30.5') = 183 sf from my "Dock Platforms", giving us 399.5 sf fixed pier plus (399.3-183 = ) 216.3 = 615.8 sf of total dock platform. At 8 sf per If, 615.8/8 = 771f of riparian shoreline required. We have much more. Bald Head Island Limited LLC's HV87, 87 Keelson Row, Brunswick County Tax Parcel 260113065. ■ • P-1: 26019065 R.WtyT. Cevda : TSS T. CK ■ Paml Ydennaei•n ■ e:e: ID::6C 19065 • aPN: 30Ct0637863C _arc. Acreage: 0.08 ■ L qal Demcr+ption _ E7 BMI HARBOUR PLAT 7175 • • ■ Owrwrledoima■on .��ar Name: ■ • =.LLD HEAD ISLAND UMfTED LLC e'IN Add— FO BOX 3069 : P.ALD MEAD ISLAND. NC 2WI x t, • ■ '` - Bald Hw>rd IYa�1�F GPI • Y �� ■) A J' ,� tc J S • zram` Far `*L VtE::. Y~z On November 26, 2022 I certified mailed DCM Adjacent Riparian Property Owner Statement Forms with cover/explanation letters to north non -Bald Head Island Limited LLC adjacent riparian neighbor James & Christina Bohanek, 5 Leeward Court; the State Property Office for their 26000001 parcel; and south non -Bald Head Island Limited, LLC sort of adjacent Old Baldy Foundation. Mr. Bohanek e- mailed me on Dec 1, saying he got an attempted certified mail delivery notice from me, and asked me to e-mail him with the letter/form, as they were never home during the day to sign for the certified letter. The letters to both the State Property Office and Old Boldy were delivered on November 28. I have the green card back from Old Baldy. I have not received any response e-mails/cc's yet, so am hoping/assuming that the 10 day non -response window will be the controlling date. The tracking numbers are 7021 1970 0000 2831 0906 for Old Baldy, 7021 1970 0000 2831 1064 for the State Property Office and 7021 1970 0000 2831 1071 for the Bohaneks Structural details/drawings will be provided to the building inspector once CAMA Approval is achieved. All Lumber will be PTSYP or better. All fasteners will be hot 'dip galvanized or better. (Note stainless steel is considered better, although it is not necess�, � V,,4,,ban the equivalent size galvanized steel fasteners.) O ,s`��� e4S"S/, ���� I am including my check# 2309 for Bbl(Wermit fee. = SEAL 15684 , Sincerely, DEC 16 2022 rG •.,� :',� Bruce Marek, P.E. DCM WILMINGTON, NC Page 3 CAMA GP.2100 Request HV87 87 Keelson Row BHI 12-16-22 BMPE ADJACENT RIPARIAN PROPERTY OWNER STATEMENT I hereby certify that I own property adjacent to Bald Head Island Limited, LLC (Name of Property Owner) property located at 87 Keelson Row, (Address, Lot, Block, Road, etc.) on Bald Head Creek , in Bald Head Island, Brunswick County N.C. (Waterbody) (City/Town 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. DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT (Individual proposing development must fill in description below or attach a site drawing) CAMA GP.1200 General Permit for appx 250 If x 6' Wood Pier/ 16'x32' Pier End Platform, 5'x30' Aluminum Ramp and Tee Shaped Floating Dock, 8'x6' Tee stem with 30'x12' main dock. See Cover Letter for additional details. Note, pier/dock location does not impinge on 15' adjacent property lines. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, 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. I do not wish to waive the 15' setback requirement. (Property Owner Infor ation) (Adjacent Property Owner Information) k & (/I (Old Baldy Foundation) Signature - Signature Bruce Marek, P.E., authorized agent �" t�� C ' "&I J Print or Type Name Print or Type Alame 5489 Eastwind Rd Mailing Address Wilmington, NC 28403 City/State2ip 910-799-9245/ cell 910-228-2484 Telephone Number `'/ - c - Date Pa. � 7 Mailing Address I(Ud Head JL- CitylStatelZip 9 ( o - 457- 74-rle6r1 Telephonj Nu t '2 Date (Revised 611812012) RECEIVED DEC 0 5 2022 DCM WILMINGTON, INC USPS Tracking® Tracking Number: 70211970000028311064 Copy Add to Informed Delivery (https:Hinformeddeliv'ery.usps.com/) Latest Update Your item has been delivered and is available at a PO Box at 3:34 pm on November 28, 2022 in RALEIGH, NC 27699. Get More Out of USPS Tracking: USPS Tracking Plus® Delivered Delivered, PO Box RALEIGH, NC 27699 November 28, 2022, 3:34 pm Arrived at Post Office RALEIGH, NC 27611 November 28, 2022, 3:01 pm Departed USPS Regional Facility RALEIGH NC DISTRIBUTION CENTER November 28, 2022, 1:55 am Arrived at USPS Regional Facility RALEIGH NC DISTRIBUTION CENTER November 27, 2022, 10:19 am Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER FAQs > Remove X MacPherson, Tara From: marekyd@ec.rr.com Sent: Tuesday, December 20, 2022 6:02 PM To: MacPherson, Tara Cc: marekyd@ec.rr.com Subject: [External] FW: Certified mail CAUTION: External email. Do not click.links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam.<mailto:report.spam@nc.gov> Here is where he acknowledged receiving the e-mail om Dec 1 and thanking me for it, and asking the purpose of the dock. Bruce Bruce Marek, P.E.. -----Original Message ----- From: marekyd@ec.rr.com <marekyd@ec.rr.com> Sent: Thursday, December 1, 2022 8:33 PM To: 'James Bohanek' <jmbohanek@gmail.com> Cc: marekyd@ec.rr.com Subject: RE: Certified mail The Village will be putting in an additional 30' of pier length, then a 20'x35'+/- pier height dock/deck platform (CAMA calls both floating docks and pier ends "dock platforms"), plus atwo 16'x60' floating docks, one to the north and one to the south of the fixed pier end. They will have a 10'x20' float dock attached for their Village public safety boat, and the rest of the space ifs for kayaks and stand up paddleboards. Those will be public docks, with some sort of rental - agreements with the kayak/stand up paddleboard rentals. Limited tried to get HV 86 rezoned from PD3 to PD3C and combined into. lot HV87 (that's the one north adjacent of Marina Park). It got shot down, because the Planning Board liked the HV86 residential designation as a "buffer" to commercial. Heck, in the 90's there was a duplex on the HV86-HV87 property that had a pizza and other businesses for years. It got damaged in 1999 Hurricane Floyd, and mold got in so Limited tore it down. Limited chose not to fight the zoning battle and instead has put the two properties on the market. 87 is more valuable with the boat dock permit in hand, as CAMA in their slip re -allocation Refinement said the pier/dock re -allocations need to follow current regulations which limit amount of "dock platform" based on current regulations and as part of the original 60'slip Creek Dock count based on the 1984 permit. That permit had history dating to the 70's Federal Lawsuit against Carolina Cape Fear Corp' for adding a floating dock to the old USCG fixed pier at Old Baldy, and planning dredge the creek and add 1000 slips. The resolution was Carolina Cape Fear, and then its successor Bald Head Island Corp donating Battery Island, Striking Island, Bluff Island, a strip along the east beach north of Bluff Island almost up to Fort Fischer, and some marsh highlands to the State, in return foir being able to build the Bald Head Marina at its current location with entrance off.of the Cape Fear River. So Limited has no specific plans for the proposed slip. A purchaser might find applying daunting, especially if they had to bring a different consultant on board to sort out a creek permit.. They figure that I am the only one that understands the Creek Permits so they tasked me with getting the permit. 0 k[3.fi T1RfP�l�P DP 't' Vttttt R:STTt'��Ai� T' 400ee6 to BaYd Headf stand ts r ifed. LLE __. p E "d to t �t ...: i Keelson EFt+aIF finr u. bpi;: Ba � E��ad: �rg�k,�„�r� �atdt leacl�Tsiand �rurtsanr�bi�C3�rar�� 04 f � ? 41 Tile a rp�rcar�t s xi ed' o hi, �� ��awrt die �p�!.%��i' davel's�pmeF tsrop�sed,���#h� ��c�e lacai�ar�° 1; ttavert a{iarr40 _._ i ; o nod wish to w��ve tie �:�'�setba�k,r�uc�men�. r,.ar�a cu r-• � a e,.. �,� s,�.rz 54891,Easfwt `d Rd _Wi�txirotori NC 28403 Telephony lltcrmb !i€f; ldf, gran s�st b set4° back a �+ .4,u Wr�ta`waifte. Revised Blli#2 le J Date Received Data D.—Mad Check From Name) Name.1 P—M Hoklor Vendor Cheek number Cheek .mount Pa—M Numbe11C--t Receipt w Re/und/ReallmatedO C.1-1 1/9/2023 Column2 Cdumn3 Sea Dog Marine Construction, LLC Column4 lannucci Co1umn5 First Bank Columns 1968 Co1umn7 $ 200.00 Columns GP #857801) C.1umn9 PA rct. 18639 1/9/2023 John McClure Massey United Bank 2041 $ 600.00 GP #859391) PA rct. 18643 11 /2023 H5 Construction Services, LLC Baker Truist 10325 $ 200.00 GP #85781 D PA rct. 18642 1/9/2023 STADAMS, LLC same Wells Faro 1085 $ 400.00 GP #859571) PA rct. 18640 1/9/2023 Coastal Boat Lift Repair, LLC Dirosse First Citizens Bank 1996 $ 600.00 GP #876031) JD rct. 18742 1/9/2023 Coastal Dock Builders, LLC Barnes Bank ofAmehca 1049 $ 200.00 GP #85869D JD rct. 18743 1/9/2023 Davey Resource Group, Inc. Dehass Jr. United Bank 8802 $ 200.00 GP #85835D KB rct. 18952 1/9/20231 Timothy Powell Powell First Bank 9365 $ 400.00 GP #858361) KB rct. 18951 1/9/2023 Sea Dog Marine Construction, LLC Bullard First Bank 2012 $ 200.00 GP #85838D KB rct. 17898 1/9/2023 Certified Construction Services, Inc. WJM Rev. Trust Lumbee Guaranty Bank 37996 $ 200.00 GP #858501) BB rct. 178920 1/9/2023 John McClure McKenzie United Bank 2048 $ 200.00 GP #85866D Bb rct. 19852 1/9/2023 Timothy Powell Jackson First Bank 9366 $ 200.00 GP #85837D KB rct. 17900 1/9/2023 Sea Dog Marine Construction, LLC Strickland First Bank 2008 $ 200.00 GP #85847D BB rct. 18700 1/9/2023 Bruce Marek, PE Bald Head Ltd. Wells Faro 2309 $ 200.00 GP #85856D Tmac rct. 17810 1/9/2023 Topsail Offshore, Inc. Forest Sound HOA Coastal Bank and Trust 1476 $ 400.00 GP #85870D JD rct. 18745 1/9/2023 American Marine Construction Inc. Williams First Citizens Bank 89961 $ 200.00 GP #85940D TP for PA rct. 17839 h � ra"rn 9 f+' 'L• Q ,W (� 8 V � V SIT N till u Q r z N.T.S. VICINITY MAP NORTH CAROLINA BRUNSWICK COUNTY I, , Review Officer for Brunswick County, certify that the map or plat to which this certification is affixed meets all statutory requirements for recording. Review Officer Date NORTH CAROUNA BRUNSWICK COUNTY Filed for registration on the day of , 20_ at (A.M./P.M.) and recorded in Plat Cabinet _ , Slide _ Register of Deeds THE VILLAGE OF BALD HEAD ISLAND DOES HEREBY CERTIFY THAT THIS MAP WAS APPROVED FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS FOR BRUNSWICK COUNTY. THE UNDERSIGNED HEREBY ACKNOWLEDGES THAT THE LAND SHOWN ON THIS PLAT IS WITHIN THE SUBDIVISION REGULATION JURISDICTION OF THE VILLAGE OF BALD HEAD ISLAND AND THAT THIS PLAT AND ALLOTMENT IS MY FREE ACT AND DEED. OWNER'S SIGNATURE ADDRESS TELEPHONE NUMBER Brunswick County, INC NORTH CAROLINA BRUNSWICK COUNTY I, KENNETH W. KNOTT CERTIFY THAT THIS RECOMBINATION SURVEY WAS DRAWN UNDER MY DIRECT SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY DIRECT SUPERVISION AND REFERENCED IN THE BRUNSWICK COUNTY REGISTRY IN DEED BOOK 3246 PAGE 145 AND MAP CABINET Z. PG. 75, THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS BROKEN LINES AND REFERENCED FROM RECORD INFORMATION AS SHOWN HEREIN; THAT THE UNADJUSTED CONVENTIONAL RATIO OF PRECISION AS CALCULATED IS 1:10.000-; THAT THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT -ORDERED SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION, THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S.4730 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 30th DAY OF NOVEMVER, A.D., 2021. KENNETH W. KNOTT, PLS L-5353 REFERENCES. DB 3246, PG 143 MB Z, PG 73 MO 22, PG 211 Line Table Line # Length Direction L1 16.14 N85' 10' 01"W L2 4.95 1 40' 49"W L3 2.15 N70' 13' 14"W 1-4 28.68 N64' 57' 50"W L5 29.06 N69' 25' 15"W L6 9.23 N72' 07' 46"W L7 10.35 S17' 05' 52"W L8 13.22 S05' 21' 01 "E L9 2.84 S29' 33' 21"E L10 18.47 SIB' 00' 21"E L11 20.58 N51' 18' 55"E L12 3.64 N60' 53' 16"W ACREAGE TABLE SUMMARY LOT 86 PARCEL /D. 26010064 (OR/N/NAL) 3,320.40 SF 0.08/ AC. LOT wR (REVISED TOTAL ACREAGE) 4,717.36 SF 0.108 AC. LOT 87 PARCEL 10. 26018065 (OR/N/NAL) 3,496.73 SF 0.050 AC. ADDITIONAL ACREAGE (PER SURVEY) 3,163.59 SF 0,073 AC. LOT 87R (REVISED TOTAL ACREAGE) 6.660.32 SF 0.153 AC. / / / / NA / N60.33'13'W� / 2.05' SURVEY NOTES: / 1. This plat is derived from information gathered by an actual field survey made by this office July 9, 2021. 2. Horizontal datum used for this project is NAD 1983/NAVD 1988. 41 3. The ground control coordinates are localized coordinates based on State Plane coordinates for SCRIBE IN BRICK as shown hereon. h ,� 4. Project combined grid factor used is 1.000164012. �i M 5. Survey coordinates are localized ground values in US Survey Feet unless otherwise noted. 6. All distances are horizontal ground measurements unless otherwise noted. _ / 7. All areas Computed by coordinate computation method. S. The purpose of this plat is to Revise the rear property lines 8 Reallocate acreages of Lots 86 8 87 since the Mean High Water Line was established by ESP March 18, 2021 9. Any encumbrances or easements regarding canals, drainage, conservation, mineral rights, ingress / egress, access. utility or maintenance are at the discretion of the title attorney to report for this project. This office assumes no liability into the interpretation as to whether encumbrances, easements, or right-of-ways currently exist. This survey was performed without the benefit a full current title report and is 1� subject to any right-of-ways, encumbrances or easements a full title report may SCRIBE IN BRICK reveal. LOCALIZATION POINT 10. This property shown hereon lies within FEMA Flood Zones "AE" BFE 9' & " AE" BFE 10' N: 4748822 per FEMA Map Number 372030040OL, effective date 8/28/2018. E: 2303741.58 11. The location of NIR7 was determined by applying field evidence with the combination EL: 6.72' of NAD29 coordinates provided labeled Control Point (A) on a plat of survey for QUATERMASTER ROW as recorded in the Brunswick County Register of Deeds in Map Cabinet 22, Page 211. 1� Z U / \ Al Z %IPF �v 'Q N / PID# 26C (V V rJ1 BALD HEAD f // �� .'� • LL( DB 4278, /�Cp;- A 1C / NIR2 / MIR CI O is PID#10260118064 , BALD HEAD ISLAND LIMITED, LLC \� DB 3246 PG 145 \\ z CP THIS SURVEY WAS PERFORMED TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS AS APPLICABLE: THAT THE ORIGINAL GPS DATA WAS OBTAINED ON JUNE 21 2021 THAT THE FIELD LOCATION WAS COMPLETED ON JULV B. 2021: THE PRIMARY STATE PLANE AZIMUTH COORDINATES SHOWN HEREON ARE NORTH CAROLINA STATE PLANE VALUES (FIPS 32DO) BASED ON THE MAD 1983 (NSRS 2011) NAVD 1988 (GEOID 12B) ADJUSTMENT AS POSITIONED BY THE NCGS VRS NETWORK FROM OBSERVATIONS MADE BY THIS OFFICE USING TRIMBLE GNSS RA MODEL 4 SURVEY GRADE DUAL FREQUENCY RECEIVERS AND OBSERVED USING MULTIPLE SESSIONS A MINIMUM OF 240 EPOCHS, ALL OTHER COORDINATES ARE LOCALIZED GROUND COORDINATES DERIVED FROM CONVENTIONAL METHODS BY THIS OFFICE; THIS SURVEY WAS COMPILED TO MEET THE ASPRS STANDARDS FOR CLASS 1 MAP ACCURACYAT 1 : 240 ( I" = 20'), ALL REPORTED VALUES ARE U.S. SURVEY FEET. GPS STATEMENT EVIDENCE TABLE POINT NORTHING EASTING NIR1 47,583.82 2,303,794.82 NIR2 47.708.96 2.303.962. 15 LOCALIZED GROUND COORDINATES N US SURVEY FEET c9z-�3k Q ?-Vff 4,717.36 SO FT REV. NeO m V L9 �• � CP ea9sis\ 14 CPO \ 1 PID#02601 BO65 ,` CP �yA 1y BALD HEAD ISLAND L12 Cp 06�/ LIMITED, LLC tit% DB 3246, PG 145 ��9 eJ53 16 R 6,660.32 SO FT REV. 0.153 ACRES EREgV i�'N �� .55�10}0 �nJf, gyp([ H Sr 1/ �P t 56r% .38 I wtA- � 2 CP\ \* � L3 \,L2 L1 CP CP CP CP NEW PROPERTY LINE /S INTENDED TO FOLLOW MEAN HIGH WATER ESTABLISHED BY ESP MARCH 18, 2021 IPF ?J.J�1� cP BALD HEAD CREEK 521'/9'00'W Cp 10.30, PID# 26000005 BALD HEAD ISLAND IPF LIMITED, LLC EXISTING DB 1438, PG 1192 BULKHEAD PID# 2604,1001 THE VILLAGE OF BALD HEAD ISLAND �l (�/ r-0,L- DB 3856, PG 1040 LEGEND DB...R-NED BOOK VGgRAP?4ALPE" PG.._...PAGE REFERENCEQ NIR_._NEW IRON RODSET- 518' REfi4R IPF...-.IRON PN (ST REBAR) FOUND0PKNPKWXSET o CP._...COMPUTEO PONT 20 0 10 20 EXISTING SCRIBE, MAGNAL, NAL HOLE ------- LINE NOT SURVEYED LINE SURVEYED ( IN US SURVEY FEET ) ---- EASEMENT/RIGHT-OF-WAY 1 Inch = 20 ft. 0 v U. N c lh 000� N mN . c �O el ra al �U a C Z to n mom NyyE on W -J O Q M UJ W � _ Z d w _I LLO Z Q > J = !^ U) Q Z m O Q Z Q 00 LL1 O = 00 0 O DATE SCALE 11/30/22 1" = 20' DRAWN BY CHECKED BY J.T.P K.W.K REVISIONS -DESCRIPTION- RECOMBINATION SURVEY SHEET 1 OF 1 N N O N tn"1 LU CM Z Z 0 0 cZ L U