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Home My WebLink About46037_JOHNSON, SCOTT_20060705 (2)AppM,�A+/ ❑ DRE G & FILL M 46037 e bd>EIV E� �'T Previous permit # New ❑Modification omplete Reissue !Partial Reissue Date previous permit issued As authorized by the State of North Carolina, Department of Environment and Natural Resources ? i / and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC %'f Se" �SbL , M ules attached. Applicant Narne J _ Project Location: County Q tr/ Address 1"vl" Street Address/ State Roa / Lot #(s) _ City_ State ZIP /_6 �'p..�urr�- Phone # (_)�IFax # O, --- Subdivision— --- T— -- Authorized Agent T City_bd�D ZtP ❑ CW DEW •D PTA PTS Phone#Afected _ River Basin 1 A-_ • OEA El HH C F ❑ IH ❑ UBA D N/AAEs : dy❑ PWS: ❑FC: I.Wtr.Boe% t man ORW: yes /0 PNA yes /Cc) Crit. Hab. yes / in Closest Maj. Wtr. Body Aw'e OL4 q — Type of Project/ Activity / f -C.4 If Pier (dock) length (Scale: Platform(s) C/ + Finger pier(s) Groin length number - ----- ; B hea Riprap length avg distance offshore (% f - J- { r max distance offshore U I Basin, channel - - i cubic yards � _- - - - } Boat ramp_- - - -'- ?- - Boathouse/ Boatlift Beach Bulldozing Other- ._. j Shoreline Length ! �' SAM not sure yes Sandbags: not sure yes - Moratorium: n/a yes - - -- I- Photos: yes Waiver Attached: yes------ ---�-- --- _ _ ------------, ---------- L, #,------ ----- -" -- ----= A building permit may be required by: I all (� ❑ See note on back regarding River Basin rules. IG Notes/ Special Conditions i%�C t 7� t a,A f Va 1J iF I'^t 4 i w — Agent or Applicant Printed Name PermAf (-�' ' icer' Sig lure 7 SD(3 d Id'o Signature '* Please read compliance statement on back of permit * issuing Dat Explrati Date t RCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Charles S. Jones, Director William G. Boss A, Secretary July 5, 2006 Joseph Dunnehoo 539 Deer Creek Dr Cape Carteret, NC 28584 Attached is General Permit #46036C-to construct a 114' bulkhead at 102 John Hurst Dr., Swansboro, NC 46037C-to construct a 116' bulkhead at 104 John Husrt Dr., Swansboro, NC 46038C-to construct a 270'bulkhead at 106 John Hurst Dr., Swansboro, NC In order to validate this permit, please sign the permit as indicated. Retain the white copy for your files and return the signed yellow and pink copies to us :in the enclosed, self-addressed envelope. If the signed permit copies are not returned to this office before the initiation of development, you will be working without authorization and will be subject to a Notice of Violation and subsequent civil penalties. We appreciate your early attention to this matter. Sincerely, Ryan Davenport Field Representative lsb Enclosures 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone; 252-808-2808 \ FAX: 252-247-3330 \ tntemet: www.nccoastalmanagement.net An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper 3844 66-21/530 O l� G ggANCH 71594 )OSEpliF;-DU USNEHOO `� Date dj MAiRIANNE'D ` Cape Cart retk N 28584 tog Securlry Faruraa S �Ck lc on Dollars Pay to the ()raer of i=i= "`-- wachovia Bank, wachovia.com - - - Q �-- 5 4 ►►' 3 8 4 4 For 2 yQt, L866997. ►;O 5 3000 ADJACENT RIPARIAN PROPERTY OWNER STATEMENT (FOR A PIER/MOORING PILINGSBOATLIFTBOATHOUSE) I hereby certify that I own property adjacent to -SCo% % �J d�jit/s �✓ 's (Name of Property Owner) property located at /D `/ J-d L, �/25 7 (Street Address, Lot, Block, Road, etc.) in D All tU I✓ l c1IJ Al7//'-- N.C. (Waterbody) (Town and/or County) He/g� has described to me, as shown below, the development heWis proposing at that location and I have no objections to this proposal. I understand that a pier/mooring pilings/boatlift/boathouse must be set back a minimum distance of fifteen feet (15') from my area of riparian access unless waived by me. I have indicated my intentions by initialing below: �iniiiais) I do not agree to waive the 15' setback requirement. I do agree to waive the 15' setback requirement. (initials) ------------------------------------------------------------------------------------------------------------------- DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT: (To be filled in by individual proposing development) ----------------------------------------- yr s fts: P-7`s re hoc 61A S�C- Print or Type Name Telephone Number / Date: K — �'- G ADJACENT RIPARIAN PROPERTY OWNER STATEMENT (FOR A PIERIMOORING PILINGSBOATLIFTBOATHOUSE) I hereby certify that I own property adjacent to SCU % %J2) h A) S %A/ s rr (Name of Property Owner) property located at �U Y h `� T (Street Address, Lot, Block, Road, etc.) on/9-T/i,- c -7-,7 -R4(,,k),7I r k/ -4e 4"�, in OA✓ S Ld W <o/� U v `1 , N.C. (Waterbody) (Town and/or County) He/ has described to me, as shown below, the development he/sj <s proposing at that location and I have no objections to this proposal. I understand that a pier/mooring pilings/boatlift/boathouse must be set back a minimum distance of fifteen feet (15') from my area of riparian access unless waived by me. I have indicated my intentions by initialing below: (initials) I do not agree to waive the 15' setback requirement. I do agree to waive the 15' setback requirement. (initials) ------------------------------------------------------------------------------------------------------------------- DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT: (To be filled in by individual proposing development) see d -TIC//�>> y - PT ------------------------------------------------------------------------------------------------------------------- S ignature •9C07 -i -J-C) � N s Print or Type Name 9/J s 2 l y y Telephone Number Date: Az� AS ,o lb))706 `/O LOT #3 70 v �7� LOT #1 `/OtiLOT #2 ti vO J SCALE 1 - 50 ti l9 / PROPO O� 5� .�Ile SCALE 1 " = 50' 36" MINIMUM BELOW GRADE 2500 PSI CONCRETE DEAD MAN 18"x18"x CONTINUOUS a 5„ a � II° ° II . ° ° 9„ m OPTIONAL: ALL WEATHER PLASTIC LIGHTS 19" AT 10' O.C. 3" # 5 REBAR CONTINUOUS 3" (1) ON EACH SIDE AS SHOWN 3„ 3„ II ° 11"„ I I 1 ., 11 I pp EXISTING GRADE � I 118 „ I 4 Li 3000 PSI FIBER MESH CONCRETE CAP GALVANIZED 3/4" BOLTS WITH I _ _ — =—GALVANIZED 3/4" THREADED ROD 3" WASHERS AT BOTH ENDS — 20' LONG, USE 3" WASHERS III _ I PLACED 5' O.C. III I (� I LCONTINUOUS TREATED 6x6 WALER CONTINUOUS TREATED III I 6x6 WALER I I I III I 1" PVC ELECTRICAL CONDUIT�1 96 1 FOR OPTIONAL LIGHTS I I I I I I SHOREGUARD 750 I I 16' LONG VINYL SHEET PILING I I —SET 8' BELOW & 8' ABOVE I I GRADE AT WATER SIDE GALVANIZED 3/4" THREADED ROD 20' LONG, WITH 5" HOOK AT END PLACE AT 5' O.C. m SECTION VIEW SCALE: 1" = 1'-O" EXISTING GRADE HIGH WATER MARK r. REVISIONS12S2C304PERRY CONTACT & PHONE: SCOTT JOHNSTON 910-526-4342 TTJOHNSTON AND WIFE CAROL DRIVE JACKSONVILLE, NC 28546 " � 10 RALD DRIVE EMER SLE, NC. 28594 P E 2 54-7761 WATER, SEPTIC, H PLANNING, TUR SOIL ANALYSIS COMPACTION TEST ND ASPHALT, STONE RETE DENSITY TEST JOSEPH F. DUNNEHOO P /PL fV X Z#t t7] Q JOB LOCATION: LOT 2 AND LOT 3 HURST HARBOR OFF JOHN L. HURST DRIVE, SWANSBORO, NC FILE NUMBER: XYZ DATE 30 MAY 2006 BULKHEAD DETAILS SHEET: S1 OF 2 APPROVED BY: J. DUNNEH00 DRAWN BY: LML a d ' v e e ° 2500 PSI CONCRETE DEAD MAN 18"x18"x CONTINUOUS GALVANIZED 3/4" THREADED ROD 20' LONG, WITH 5" HOOK AT END PLACE AT 5' O.C. SHOREGUARD 750 VINYL SHEET PILING 1 3/4" DIAMETER BOLTS WITH 3" WASHERS THROUGH WALER & SHEET PILING AT 8'-0" O.C. MAXIMUM CONTINUOUS TREATED 6x6 WALER PLAN VIEW SCALE: 1" = 1'-0" # 5 REBAR CONTINUOUS (1) ON EACH SIDE AS SHOWN GALVANIZED 3/4" THREADED ROD 20' LONG, USE 3" WASHERS PLACED 5' O.C. 3000 PSI FIBER MESH CONCRETE CAP CONTINUOUS TREATED 6x6 WALER REVISIONS CONTACT & PHONE: SCOTT JOHNSTON 910-526-4 A? TT JOHNSTON AND WIFE CAROL IS22C304PERRYDRIVE JACKSONVILLE, NC 28546 ° O ALDALD DRIVE PHONE 252-354-77611 W SEPTIC, HOUSE PLANNING, STR AL, SOIL ANALYSIS PACTION TEST AND ASPH T, CONCRETE DENSITY TEST JOSEPH F. D EHOO PE/PLS N X 0 JOB LOCATION: LOT 2 AND LOT 3 HURST HARBOR OFF JOHN L. HURST DRIVE, SWANSBORO, NC FILE NUMBER: xYz DATE. 30 MAY 2006 BULKHEAD DETAILS SHEET: S2 OF 2 APPROVED BY: J. DUNNEHOO DRAWN BY: LML