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Home My WebLink About87759D - BraxtonCAMA kJ DREDGE & FILL NO 87759 A B C( PreviNiD GENERAL PERMIT Date spousp Date previous permit issued N] New [ ]Modification [-]Complete Reissue [-]Partial Reissue As authorized by the State of North Carolina, Department of Environmental Quality and th Coastal Resources Commission in an area of environmental concern pursuant to: I SA NCAC .11 Ib f 67 � It �� ❑ Rules attached. General Permit Rules available at the following link: www.dea.nc gw/CAriArules Applicant Phone N Email Authorized Agen Project Location Street Address/Stae Road/Loa N s) Subdivision City V ZIP Affected _ CW Willy Pli4lij PTS Adj. Won Body-r>rtnA15 7� :• ( ) AEC(s): ❑OEA ]IHA 5W DS11i ❑PWS Closest Maj. War. Body ORW: yes(. PNA: v6jno � t Type of Project/ Shoreline Length I (—=b Access Length Pier (dock)length fixed Plattorm(s) Floating Platformis) Finger pter(s) Total Platform area Groin length/g .� ea / rap lengthjj vgRshore 11 Breakwater/Sill ( Mew Max distance/ length � Basin, nnel Cubic yards Boat ramp Boathouse/ Boatlift Beach Bulldozing D to Other WA4rfmT SAV observed: yes To�,s F,SoP. Moratorium: n/a yez n Site Photos: y no.1191 —�OJbt1 S�7� Riparian Waiver Attached: es J A building permit/zoning permit may be ryquired by.. Appli t PRINTfb e S t 'n `Taman%a Damiano 'Please read compliance statement on back per t Signa r m Feels) Check g/Money Order Issuing Date x1e- i n( - 'jil (S� to I� ❑ TAR/PAM/NEUSE/BUFFER (circle one) ❑ See note on back regarding River Basin rules See additional notes/conditions on back s`1 Expiration Date a °1" CAMA 0 DREDGE & FILL N9 87759 A B C D GENERAL PERMIT Previous permit Date previous permit issued F_] New []Modification []Complete Reissue ❑ Partial Reissue As authorized by the State of North Carolina,II /Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to: I SA NCAC (�' �'� J / QD Rules attached. ,,n,. General Permit Rules available at the following link: www.dea.m.goy/CAMfvules City Phone # Email rrolea Location tc,oun y): _ Street Address/State Road/Lot Subdivision city LP Affected ❑CW 0,EW ,PTA )DES ❑ PTS Adi. Wtr Body (nat/manjunk) AEC(s): ❑CEA ❑INA ❑UW ❑SPIMA ❑PWS Closest Maj. Wtr. Body ORW: yes/no PNA: ye5/no7 Type of Project/ Shoreline Length f./ (Scale: Access Length (dock) length ■Pier ■■■■■■■�■■■■■■■■�■■ ■■■■■�■■■■■L1r_ Fixed Platform(s) Alw Floating Platformls) Finger pier(s) I _0111 Total Platform area ®■■ Groin length/# ■■■■■■■■■■■■N7l4tlQ�/9■fi.'�ii�■■ Avg distance offshore ■ii�Gfil��!!��■��7!� ilSEEN ►im■■N, Breakwater/Sill N Max distance/ length Cubic yards Boat rzimp Boathouse/ Boatlift Beach Bulldozing Ither CAV observed: yes no__a__p:•._l Moratorium: n/a yes no Riparian Waiwr Attached; yes no "FOR --- f ■■■IN NOW %I M0XV5210&LIFAME MEMO uiiiJiNrJ_V41AJ_J■ ii■■m■u■■■■■■■■■■ ■■:�:�■.a.■...�. i u niiiiii■■iiii��i®�i � �!.\■YI■■ci�li!T:f psi'■■■■ 1... ..al■■.■ rara�r�oMUMMEME —_ A building permit/zon' g permit may be required by: Permit conditions b frw l ( 'I (A d.k. L C.JU ` l�(OVc-li' �✓!t "A.Nfkk or Applicant PRINTED Name ❑ TAR/PAM/NEUSE/BUFFER (circle one) ❑ See note on back regarding River Basin rules ❑ See additional notes/conditions on back PLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (PleaseJnitlal) A Permit Officer's PRINTED Name )Signature *"Please read compliance statement on back of permit" Signature zijl Application Feels) Check p/Money Order Issuing Date Expiration Date Statement of Compliance and Consistency 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 252-808-2808/1-888-4RCOASTFax: 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 Fender Counties) http://portal.ncdenr.org/web/cm/dcm-home Revised 6/01/2021 AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION Name of Property Owner Req Mailing Address Phone Number: cc)--k- Email Address: n I certify that I have authorized to act on my behalf, for the purpose of applying for and obtaining all CAMA permits ry for the following proposed development ►L`7f�� ►�1Q� Se'c`-y)rsJ t at my property located at ,na5 County. I furthermore certify that I am authorized to grart, 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: / "i( Signature , I Print or ype Name Title Date 011 This certification is valid through CERTIFIED MAIL.- RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM Name of Property Owner �1�V-% Address of Prop" IJul'J --`" fT ,,1� t (Lot or Street #, Street or Road. City & County! Agent's Name # Agent's phone # Mailing Address: 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 on the attached drawing the development they are proposing. A description or drawing with dimensions must be provided with this letter. __ K_ I hate no objections to this proposal. I have objections to this proposal, If you have objections to what is being proposed, you must notify the Division of Coastai Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be mailed to 127 Cardinal Drive Ext., Wilmington, NC, 28405-3845. DCM representatives can also be contacted at (9110) 796-7215. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a minimum distance of 15from my area of riparian access unless waived by me (if you wish to w ive he 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 (Pr rty Owner Inform tion) krint _7 ure . J'l � C Mading Address C6P2N I 75c� cityrsta lZip Telephone Number (Adjacent Property Owner Information) ature Twroq Lk�'Isrd'e.rJ Print or Type Name �03rd Mailing Address < yys City/State/Zip Telephone Number Date ----_ -- n7t2 Revised 6i18/2012 This is from 3049 3rd Street Surf city. I will attach the other two to this ennail as well. Please let me know the amount and who to make the check payable to. Hope you're having a wonderful morning. Thanks Sam From: Fluharty < Sent: Sunday, June 5, 2022 12:02:49 PM To: Samantha Damiano Subject: Dock/sea wall Please accept this as notice and acceptance of the dock/sea wall repairs at 3047 3rd st. My address is 3049 3rd St Surf city PAC 28445 c Al fAesb GmW Outer Ed'. of Goodie wi BleBeiab RM (RED) [ Lb Tabg 2P-1P ,, Yd r.n• i}"--S'41}• Td Td a'-tt} ---rd�—Md� Wel Goal r M j.J0. F Ippl WII !iPd P8 n = 10111, 10 P 1PI tYl dDoll hal Ta• Do TU DE ¢ 10 rF U n[1z" DECKING RENOVATION AND EXPANSION F PLAN VIEW raaBtn GnPYb o .- z NOTES m m m a 1. Bee: MtB UC Builaltp Dada y U. O wtneiae: twmnn ` - isFb1LM ; z wMO-seedW_n. RWI LIW Lpea-]OlOflell. b as 6' Y z All xma Missal to de prmn V ueetM , N2 B. All 9M1NtnMmen' 9 s. MpPwllMmeYaoto,"Amnal Pd q� 'dam C� s. ulsMmpsel fd MY B. All ednaYG"" W DoSere asom Fuim,s mote neon 50% d Rlmo le NObate wrd 0ry�G�g Saepµng to W Dahshadoo. or i t8•R,Yor NIO. Bonsntmmam edu.NW ea weweo. SCOPE OF WORK f. ultewt«.b WmUEllAatgamera MFA B. Nl Bdpb005'B'aMirclWeweNasm tdleM nul slMs TtylnWNisnot Me MUpame nmoredna nvlaw B. wiewl»aminimum pf l2a. angalMn semese Wa mehate alrso and a«wofist, and tlMe JEO w. 9ardem nee tNdmumdl5•,eWdes seM econaneolmng6 d0 eodvaM,a'v t0'ene. All menuremenn in lre venfi.dq mnaxLLr Saute reMnud do Montedison and snoula[e adaunW j/e'=�'{)• Centrxbr b verity lengdt of all palingatposta IFiortD widening f v awry mrsnudan. deotvedences smell ne dmugm to Me .o All FllinglaVoeb b be buried a minimum of 8 feet Woo, Pre grade amen date engines. Z an 3 I..memt Nlwn. PiCat, Ga me^b`N+toLefa RorMpinng NmetBnslm Ddd Ge=dW on 17-0 16'-0 12. Overhang Line of Header I. -0• I Ridge Line . _ 6112 Pitch - I . -- oz „s : rc . . 2x6 Collar as 2x6 Rafters 7N6• Plywood, Fell .W W and Asphalt Shingles gl 2x10 Ridge 6' Rak I d _ ml� 2 Each 518• Galy. Bolts @ all Pilings ' a aM, 6 " 2-2aBs -2-2x10s for Band,. Bolted - -aa Fascia Board] Stmp,on Comers If 50%-of Simpson H10 � � � Pilingis at -See Note Yds,��by E..' Hurricane'W, cane Ties `�"""" 10' -11, Bx8 Post d COVERED GAZEBO ROOF Above MSL 5/4 or better docking zxB Joists PLAN VIEW 2-2x10 Girders O �q Q ngLL$ 8' MIN. BURY FOR _ .. W Z or 2 16'-0• ALL PILINGS fiw 6'-o COVERED GAZEBO W. 3 ELEVATION.VIEW NOTES . 1. Basis 2018 NO Building Codes. d. a Wind Zone: 150 mph - 2-2x8 Headers for roof section .. .. � - Floor Live.Load - 40 lbsJsq.ft. notch posts and thru bolt w/ - - _ Roof Live Load - 20 Ibsdsq.fL 2-5/8' galy. bolts, nuts and washers. 2. All exposed wood material to be Girder Connection Details rn @each post, strap as required pressure treated C 3. al Pilings are Bx8 or 8' Round Pilings tq Z v No Scala - 4. All Bands/Girdem to be Strapped :. v _O Sx8 posts Strapping required when more than 50%erthe to Pilings where more than 50% m EA ~- forrootseetlon Drling is removed to connect me girders. of Piling is Notched. re Q .. _ Strapping to be Galvanized, 4• C 9 Z O �� wide by 18• (min.) long by 3M 6• m - Z uJ thick. Bolt Strapping with Bolts, COVERED GAZEBO ROOF FRAMING 5/8"Non-Corroding o Joist or LVL Nuts and washers. o Y PLAN VIEW s. avanized. to be hot -dipped Z. BOI1S (2) - o � galvanized. 10 � � O Galvanized Strap, 6.. All Bolts to be 5/8• and include $ G each side, 4" x 18" x 3116" washers on bolt and nut sides. \\ 7. Nails to be a minimum of 12d, onn= SCOPE OF WORK Piling `5/8^ Non -Corroding ring shank, stainless steel 05/20/22 _ Bolts (2) - 8. Screws to be a minimum 02.5', F.— The intent is to remove the existing deck area, remove and replace ilin stainless steel � MFA det9 cxEcxso ev: add ao over retaining wall, rebuild and expand the d even area and - - . Contractor to verify length of JEO- atltl a covered 10' x 18' area. al measurements to be verified by � � � - � � all pilings prior to ordering s . �. contractor. Slight variances are expected and should be accounted (NO Strap) (NO Strap) All pilings ttoreburied.a - =1'-0" SC -- for during construction. Major valences shall be brought to the '(Strapped) attention of the engineer. minimum of feet below grade se—uo. _ 3 o, 3 .PAdamsw11d1Win98_PC\My DocumemsWutoCadd FloyMPiling PlanslBrazton Dock Gwabo.dwg NOTES 1. Basis: 2018 NC Building Codes - Wlnd Zone: 150 mph - Floor Live Load -100 Ibs.Isq.k - Roof Live Load-20lbsJsq.ft. _ 2. All wood material to be pressure treated - - 3. .All Main Wall to be SG-325 Series ShoreguaM Vinyl 6'-0• 4. All Dead Man Pilings ex6 posts, marine Typical Tum Back. I grade. All Retaining Wall posts to be 6x6 As Need�L marine grade. - (or to to exisfing:wall) 5. All Whalers to be 6x6 - 6. All fasteners to be hot -dipped galvanized. . . 7. All Bolts to be 51W and include washers on bolt and nut sides: 8. Nails to be a minimum of 12d, ding shank; stainless steel.- - 9. Screws to be, a minimum of 2.50, stainless steel. Contractor to verify length of all vinyl. prior to ordering All sheet vinyl to be buried the same amount as exposed with a minimum of 4'-0" below grade. Depth shall be greater if required. by manufacturer's specifications. Typical bury shall be equal to or greater than the exposed wall with 4'-0" as a minimum. - Thane distances vary w/ walla " height Typical should be 64 Whalers, Bolted w/ 5/8' Galv. double the exposed wall height Tie back rods to dead heads r 5/B' Galv. Threaded Rods w/8•x5' Deadheads at 6' On Center .I . zi c 8x8 x 10' Deadheads Continue Retaining Wail mI in comers as needed through failed portion I RETAINING WALL PLAN VIEW " . Optional: SG-325 ShoreguaM Vinyl 2x Decking as Top Dresser Estimated Finished Grade - 6'-0` 6'-0' 6'-0• 6'-0' Tie backs at 6' on center an Retaining Side of Wall I I I I i I 1 � I I I� i APProxirirate AverageHigh Tde I I I � Grade Varies-Une Shovm as Typical s I I Estimated Grade on Back Side of Retaining We I I SG-325 ShoreguaM Vinyl to Extend It Minimum of4'Below Undisturbed Grade or per II I manufacturers specifications if more, bury depth ID oil ! the same as above grade height. 1011011 6x6 or 6' Dia. Posts (Marine Grade 2.5)- FRONT ELEVATION SCOPE OF WORK The intent is to remove the existing deck area, remove and replace deteriorated retalning wall, rebuild and expand the deciding area and ad" a covered 10' x 16' area. All measurements to be verified by contractor. Slight variances are expected and should be accounted . for during oonstmciJon. Major variences shall be brought to the attention of To engineer. . NAdamsco1ldtWln98_PC1MyDocumentsWutoCadd FloydlPiling PlanslBraxton Dock Gazebo.dwg 6x6 Whaler .do N W B�m� � � c OG o = LL a aLor z m>=nz 2 z ^3� W a C N O Z m N Q WtoU > Grade C.'o Z 2 M. tc) 7 U G m to O . 8x8 Dead Man ' o pATe 05/20/22 - ShoreguaM, screwed Approximate Grade to 6.6 whaler (Varies) 6x6 Posts (3/8'x 2-112" SS Lags) Threaded Rods 5' Minimum Length in Threaded Sell 6'0n Center oanwn ar: MFA (Marine Grade 2.5) �oregua r . certxeo W. SG-325 Series 5/8• Threaded Rod 25 sodasShoreguaM Vinyl to Dead Man5 M Vinyl 6 T Whaler Whaler Thru bolted to Posts - (Marine Grade 2.5) (518• HDG bolts, nuts washers) 6x6 Posts SIDE ELEVATION JEC' SC-- sneer eo. 1. Dail, Jason From: Samantha Damiano <Samantha.damiano@lslandtimecc.com> Sent: Wednesday, June 15, 2022 1:59 PM To: Dail, Jason Subject: [External] D00061522-06152022135001.pdf Attachments: D00061522-06152022135001.pdf Will this work or do you need a pen signature? Get Outlook for Android Date R-1-d Date Deposited Cheek From Name) Name or Pe It Holdor Vendor Check number Check amount Pertnk N—t—CCmmments Rocelpi or Re)und/Reallocated Column! Columns Coumn3 Columnd Column5 Column0 Column7 Columna Columns 6/16/2022 Jerry Ennett Schnell Coastal Bank and Trust 4778 $ 200.00 GP #87758D JD rct. 17989 6/16/2022 _ Island Time Construction Money Orde Braxton First Citizens Bank 3E+08 $ 600.00 GP #87759D JD rct. 17990 6/16/2022 Pippin Marine Construction LLC Jamieson Wells Fargo 6073 $ 200.00 GP #87757D_ JD Mt. 17988 6/16/2022 _ Light ouse Marine Construction Inc Calcott Coastal Bank and Trust 4300 $ 800.00 GP #85642D JD rct. 17683 6/16/2022 Patriot Boat Lift & Dock Maint, LLC Jacobs A uesta Bank 1211 $ 200.00 GP #85645D JD rct. 17682 6/16/2022 Maritime Coastal Construction LLC Ellis CresCom Bank 3474 $ 200.00 GP #87716D BB rct. 18006 6/16/2022 __ AMW Docks & Marine Construction _ Watson Truist 7248 $ 200.00 GP #85926D BB rct. 18008 6/1612022 AMW Docks & Marine Construction Bevertv Truist 7258 $"400.00 GP #85925D BB rct. 18010