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Home My WebLink About46038_JOHNSON, SCOTT_20060705 (2)M *` annA ❑DRED E I FiLL N? 46038e- M i EIV ERAL �i E II MIT Previous permit # lew ❑Modification ❑ •I mplete Reissue ❑Partial Reissue Date previous permit issued As authorized by the State of North i aroli I , Department of Environment and Natural Resources and the Coastal Resources Commissi n in area of environmental concern pursuant to I SA NCAC / 0 cRules attached. Applicant Name ✓ Ccs U w/ °'� Project Location: County -__®nlo Address 5 r Street Address/ State Road/ Lot #(s Ci State ZIP _ 166 Phone # ( ) 5 Fax #- Authorized Agent City .S ��► /�a wti - _ ZIP_ Affected [ICw [IEW ❑PTA re5 El Phone # (___) _ _ River Basin2 �)� . ❑OEA ❑HHF ❑IH ❑UBA ❑N/A � ��---��'_t{ /r AEC(s): Adj. Wtr.. Body VJ�+��`+� ✓K /man /unkn) ❑ PWS: ❑FC: r �K ORW: yes no PNA yes / no Crrt. HabClosest Maj. Wt . Bod . yes / no y ✓ � Type of Project/ Activity �2�0 i (Scale: ^/'j'� ) Pier (dock) length _ I _ � Finger pier(s) t }- Groin length T _l number Bulkhead/ 'prap length vg distance offshore max distance offshore Basin, channel— � I cubic yards Boat ramp- - - — Boathouse/ Boatlift — Beach Bulldozing Other - - i Shoreline Length 1-70 4- SAV: not sure yes lu4L Sandbags: not sure yes ; Moratorium: n/a yes Photos: yes II - Waiver Attached: yes -- -- - - - - - — - - - -- -- — -- U ��L %� _t - - iClQ-sli� - -- -- A building permit may be required by: ❑ See note on back regarding River Basin rules. Notes/ Special Conditions p(att 0 j j, &k '. q ,h"A.., i Agent or Applicant Printed Name Signature ** Please read compliance statement on back of permit ** PermitO c s ignat re b Issuing Date Expiration Date RCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., 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 27Aulkhead 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, NV �d Ryan Davenport Field Representative lsb Enclosures 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone: 252-808-28081 FAX: 252-247-33301 Internet: www.nccoastaimanagement.net An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper _ -tie '�fk QiM ♦ '4) fie- r :�3 dur +7y o i, rid �k"=N�)lJ4�iwATa'� Y� „�i �it �N^ •�I^ ... .�� YL.0 W � t b ADJACENT RIPARIAN PROPERTY OWNER STATEMENT (FOR A PIER/MOORING PILINGSBOATLIFTBOATHOUSE) I hereby certify that I own property adjacent to 5CO T% .--T�� IV-S Is (Name of Property Owner) property located at to � � N Z� T �� (Street Address, Lot, Block, Road, etc.) // o n%ic 7W(i4J7* 4/ % n Q NS Id "v / 0V lf' �i (� /�iGO�i' , N.C. (Waterbody) (Town and/or County) He/s#6,has described to me, as shown below, the development he/Ofe is 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 ccess unless waived by me. I have indicated my intentions by initialing below: I do not agree to waive the 15' setback requirement. (initial ) I do agree to waive the 15' setback requirement. (initials) --------------------------------------------------------------------------------------------------------------- DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT: (To be clled 'n by individual proposing development) ---------------------------------------------------------------------- -------------------------------------------- ignature `7) / 4. t vie r� Print or Type Name 9/o- 3Z4— 16� Telephone Number Date: ADJACENT RIPARIAN PROPERTY OWNER STATEMENT (FOR A PIERIMOORING PILINGSBOATLIFTBOATHOUSE) I hereby certify that I own property adjacent to 5;co 7 ^�37"' s (Name of Property Owner) property located at /OG (Street Address, Lot, Block, Road, etc.) ory�-T/4- c --4 7/M(a/)s24/ //,¢%K4&, in d Al-S 10 `y Cb v,y N.C. (Waterbody) (Town and/or County) He /We has described to me, as shown below, the development he/'Of� is 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. (mitials) ------------------------------------------------------------------------------------------------------------------- DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT: (To befilled in by individual proposing development) k-e A-7—��CnC-Z) 7 5(j,`/S ------------------------------------------------------------------------------------------------------------------- Signature sc(i77 --T,)h,L704 Print or Type Name • �2d � � � 7 ;S�%7 v Telephone Number Date:��/�,� AS SCALE 1" = 50' PROPO O� � S6o 00 °o SON" ti5� SCALE 1" = 50) 36" MINIMUM BELOW GRADE OPTIONAL: ALL WEATHER PLASTIC LIGHTS AT 10' O.C. EXISTING GRADE GALVANIZED 3/4" BOLTS WITH 3" WASHERS AT BOTH ENDS 19" —3" # 5 REBAR CONTINUOUS 3„ (1) ON EACH SIDE AS SHOWN II 3" e „ I I 3I 1 1 8„ 11 j14„ „ ° I I 1 e 3000 PSI FIBER MESH CONCRETE CAP 9:1�-- GALVANIZED 3/4" THREADED ROD 20' LONG, USE 3" WASHERS I j I PLACED 5' O.C. III I III I LCONTINUOUS TREATED CONTINUOUS TREATED 6x6 WALER I I I I 6x6 WALER I I I I III I 1" PVC ELECTRICAL CONDUIT�� 96 FOR OPTIONAL LIGHTS 2500 PSI CONCRETE DEAD MAN 18"x18"x CONTINUOUS ° 5" a ^ 11° e 18" ° a ° a. 18" GALVANIZED 3/4" THREADED ROD 20' LONG, WITH 5" HOOK AT END PLACE AT 5' O.C. Fw EN SECTION VIEW SCALE: 1" =1'-0" SHOREGUARD 750 16' LONG VINYL SHEET PILING SET 8' BELOW & 8' ABOVE GRADE AT WATER SIDE EXISTING GRADE HIGH WATER MARK A REVISIONS CONTACT & PHONE: SCOTT JOHNSTON 910-526-4342 SCOTT JOHNSTON AND WIFE CAROL 2234 PERRY DRIVE JACKSONVILLE, NC 28546 " ERALD DRIVE EMEONE 252-3C 28694 WATER, SEPTIC, USE PUNNING, STRUC SOIL ANALYSIS COMPACTION TEST AND ASPHALT, STON CONCR DENSITY TEST JOSEPH I DUNNEH00 PE/PLS X m 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 18" 4 4 .. ° a a a v. .d 48" ac� -_-- ° c— a � . °, a c a a ... ° a a' 2500 PSI CONCRETE DEAD MAN 18"x18"x CONTINUOUS # 5 REBAR CONTINUOUS (1) ON EACH SIDE AS SHOWN GALVANIZED 3/4" THREADED ROD 20' LONG, WITH 5" HOOK AT END PLACE AT 5' O.C. GALVANIZED 3/4" THREADED ROD 20' LONG, USE 3" WASHERS PLACED 5' O.C. 3000 PSI FIBER MESH CONCRETE CAP CONTINUOUS TREATED 6x6 WALER WITH 3" WASHERS THROUGH WALER & SHEET PILING AT 8'-0" O.C. MAXIMUM CONTINUOUS TREATED 6x6 WALER PLAN VIEW SCALE: 1" = 1'-0" REVISIONS CONTACT do PHONE: SCOTT JOHNSTON 910-526-4342 SCOTT JOHNSTON AND WIFE CAROL 2234 PERRY DRIVE JACKSONVILLE, NC 28546 CSII rplitmmr � 881 ERALD DRI LD ISLE, NC. 28594 PH 252-354-7761 S HOUSE P NING, STRUCNR OIL ANALYSIS COMP C TEST AND ASPHA STONE, C RETE DENSITY TEST JOSEPH F. DUNNEHOO /PLS N X zttz coWATER, 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. DUNNEH00 DRAWN BY: LML