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HomeMy WebLinkAbout42750_BELL, CHARLIE_20050921^� nCAMA / ❑ DREDGE & FILL GENERAL PERMIT P�eviaus permit # ❑New ❑Modification ❑Complete Reissue ❑Partial Reissue Dat� previous permit issued As authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC I or ❑ Rules attached. Applicant Name '��' J ? ' Project Location: County Address ` r `''' °� `�Street Address/ State Road/ Lot #(s) City a-,- Statef ZIP ~/ .� �. �,' Phone # ( ) Fax # () Subdivision Authorized Agent "-' City?� �� ZIPS' fJ CW ❑ EW e'PTA ❑ ES ❑ PTS Phone # ( ) Affected River Basin `2 AEC(s): ElOEA F II HHF ElIH ❑ UBA El N/A Adj. Wtr. Body �" ' 1AA/man /unkn) El PWS: El FC: ORW: yes / no PNA yes Crit. Hab. yes / no Closest Maj. Wtr. Body Type of Project/ Activity Pier (dock) length Platform(s) Finger piers) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore Basin, channel cubic yards r Boat ramp Boathouse Boatlift Beach Bulldozing r Other Shoreline Length V/ SAM not sure\j1 yes no Sandbags: not sure yes PnoMoratorium: n/a yes s. Photos: yes ( nd Waiver Attached: yes; no A building permit may be required by: Notes/ Special Conditions Agent or Applicant Printed Name Signature Please read compliance statement on back of permit Application Fee(s) Check # (Scale: ❑ See note on back regarding River Basin rules. Permit Officer's Signature Issuing Date Expiration Date 6ra6j�, Local Planning Jurisdiction Rover File Name r M t♦ Statement of Compliance and Consistency This permit is subject to compliance with this application, site drawing and attached general and specific 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 or certified mail return receipt has been obtained from the adjacent riparian landowner(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: Tar - Pamlico River Basin Buffer Rules Neuse River Basin Buffer Rules ❑ Other: 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 Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules. Division of Coastal Management Offices Central Office Mailing Address: 1638 Mail Service Center Raleigh, NC 27699-1638 Location: Parker -Lincoln Building 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 Fax:919-733-1495 Elizabeth City District 1367 U.S. 17 South Elizabeth City, NC 27909 252-264-3901 Fax:252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Morehead City District 400 Commerce Ave Morehead City, NC 28557 202-808-2808/ 1-888-4RCOAST Fax: 252-247-3330 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico Counties) Washington District 943 Washington Square Mall Washington, NC 27889 252-946-6481 Fax: 252-948-0478 (Serves: Beaufort, Bertie, Hertford, Hyde, 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, Orslow -below New River Inlet- and Pender Counties) Revised 06/29/05 Aug-12-05 12!14pm From -BELL COMMERCIAL +9198477999 T-493 P-002/002 F-023 ADJACENT RIPARIAN PROPERTY OWNER STATEMENT (FOR A PIER/MOORING PILINGSIBOATLIFTIBOAThiOUSE) American 'Ventures, LLC l hereby certify that I own property adjacent to Charles T_ Bell, Manager is (Dame of Properg1 Owner) property located at Lot 26, Block W 208 Oakleaf Drive (Lot, Block, Road, etc.) on Bogue Sound in Pine Knoll Shores, Carteret County (Waterbody) (Town and/or County) he has described to me, as shown below, the dcvelopment he is proposing at that location, and,) have no objections to his proposal. T understand lliat apier/mooritigpilings/boatUfVboathouse must be set back a minimum distance of fifterm feet (15') from my area of riparian access unless waived by me_ I do not wish to waive the setback requirement- x I do wish to waive that setback requirement_ DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT: (To be filled in by individual proposing development) Signature Print or Type Name `3/i- ��X_'Y631 Telephone Number �/1� lb - Date Z0 39dd NInava 889TTL56T6 6Z:9T 9007,/ZT/80 i ADJACENT RIPARIAN PROPERTY OWNER STATEMENT (FOR A PIER/MOORING PILINGS/BOA TLIFT/BOA THO USE) I hereby certify that I own property adjacent to c�y�ri 5 , ^9A4AA6-'f, 's (Name of Property Owner) property located at Lo' --(01 r'�7 b-O -K \d L'0429 (Lot, Block, Road, etc.) on JD P�C4 iZ I:,. op- B LS r N.C. (Waterbody) (Town and/or County) He has described to me, as shown below, the development he is proposing at that location, and, I have no objections to his 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 do not wish to waive the setback requirement. I K I do wish to waive that setback requirement. DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT: (To be filled in by individual proposing development) �'V" '� t A�- C' k G #t ' Signature WO s �eZ�W44J SM Print or Type Name RtA r781 gC55 252- yc-o 2-4 Telephone Number Date: q' 2 <5'.,o BELL CoAMERML September 13, 2005 Mr. Stephen Lane Field Representative Division of Coastal Management NC Department of Environment and Natural Resources 400 Commerce Avenue Morehead City, North Carolina 28557 RE: Dock Layout/Survey 208 Clakieaf Drive Pine Knoll Shores, North Carolina Dear Mr. Lane: Thank you for meeting with me to review the plans and location of the proposed dock. At your request, enclosed is the revised plan. if you have any questions, please call me at your earliest convenience. With kindest regards, I am Very truly yours, Charles T. Bell CTB/jmc Post Office Box 20243 Raleigh, NC 27619 919.847.7700 Fax 919.847,7999 bellcommercial@aol.com MD Individual Members V1PersonalV08 OakleaRl-ane.2.doc Ex. Iron 'Ne NOTE: Rear Setback iv Per CAMA 116 not w L I SURVEY FOR AMERICAN VENTURES, LLC Pine Knoll Shores Carteret Co., NC Scale I" = 40' June 6, 2005 2.0' x 2.3' Heai Pump Pods (3) REFERENCE: Lot 26 Bilk. W 'PINE KNOLL SHORES- Map Book 6 Page 8 Carteret County Registry I, Pate D. Phillips, hereby certify that this map is correct and prepared according to the Standards of Practice for Land Surveying in North Carolina and that (there are no encroachr�it� either wQy on said survey, BOGLIE' .S,OU NOTE: Computed Line NB Along Face Of Bulkhead And Mean High Water Line S 85020' 24"E 100. 7TEx- -- Concrete Bulkhead IronPipe 11-vi 35,360 Sq. Ft. (Coord. Method) � I W � O 0 Wood Retaining Wall O cr 5.1' x 5.1' Shower 0 ----- O I r,��y 18.0' ao ----- Deck -- --- Porch 12.3' ' °' 44.4' UX c Cd 2 Story Frame c N 8 Brick Dwelling 12.2 9.0' p 9.0' ❑ o LI N N 9 25.5 ❑ 20.2' ai -8 , 14.4' Pate illiQs PLS No. 2640 Ratio of Precision — 1 i 10,000+ CARo� Iron Pipe a SEAL C L — 2 640 a SUR\J Mag. Nail Set ►� F D. PH��' 0 '0 Walkway 3 EW Well House 40' Min. Bld . J I 9 Line �-- N 82°45, 00•W /00. 66' (60' Public R',W) G) Lot Corner Falls In 18' Pine Tree _ _ LRiW) f40 20 0 40 80 I I GRAPHIC SCALE — FEET AMERICAN VENTURES, LLC POST OFFICE BOX 20243 RALEIGH, NC 27619 919-847-7700 PAY TO THE ORDER OF: �> 11 Y Y CENTRAL CAROLINA BANK AND TRUST COMPANY RALEIGH, NO 27609 0295 66-46/531 t CHECK NO. DATE AMOUNT O c� Imo N SECURITY FEATURES INCLUDED. DETAILS ON BACK. II90000029511' ':053i00465i: 1.2 106956511' 5'- 1 1 /2" 5'-7 7/8" 5' -1 1/2" 15'-gn OEM 2x10 GROSS)3RACING EACH SECTION 2x10 CROSSBRACING EACH SECTION SECTION 104 I e O I O I O I 15' -8 7/8" 121-8 3/41I 121-0" co Lo 10 I Val E7 SLIP r464: 44 DN 3 ill TREX 2xB COLOR #2 PILING TO BE CUT BELOW DECK 25q SQ. FT. NG L LIGHT \—LIGHT POLE POLE 5/4 P.T. Ix6 WOOD DECKING BOARD SECTION 102 NOTE: TOP OF PIER 6 THIS LOCATION TO BE 3'-0" ABOVE MUD LEVEL co J RA1"1F 0 rn z 0 1- Q > w w o BOAT L I FT NT AREA (1(0/000 BOAT L I FT PILING TREX ix6 COLOR #1 P.T. ix6 DECKING BOARDS OR 1 x6 TREX COLOR #2 --TREX 2x4 COLOR #2 co I BOAT LIFT PIL NG BO,47 LI F7 W�,LKI�IAY (140 SQ. FT.) 1�1 O I co P.T. OR 1 O I _co Ix6 DECKING BOARDS c6 TREX COLOR #2 INT N _ m TREX lx6 P.T. B"0 PILING mCOLOR #I I TREX lx0 m COLOR 422 —COLOR2 P.T. 2x10 P.T. 2x10'5 ® 16" O.G. P.T. 2x10 • . P.T. 2xB STAINLESS STEEL ANCHOR CABLE G�L\�. ANCHOR LJ LJ 02 CIROSS SEC70N FACE OF B UL KkEA O NO7 5: FRON7AGE 100.25' L FGFND 1. PILINGS 8" UN/FORI`9 ROUND 2.5 TREATED. 2. BOLTS 5/8" GALVANIZED. 3. NAILS OR SCREWS TO BE STAINLESS STEEL AS RECOI`9I"IENOED BY I`9ANUFAC7URER. 4. ALL SURFACE COMPONENTS, INCLUDING NANDRA/LS, ARE SPECIFIED AS TREX OR AS C40SEN BY OWNER. 5. ALL C01`1PONEN775 BELOW PIER, BOAT L/FT WALKWArl AND BOAT DOCK, INCLUDING STEP DOWN AREA, TO BE 2.5 TRE4 T5D. GROSS AREA CALCULA710NS PIER N/A WALKWAY 140 S.F. BOA T DOCK 4 25 q S . F. STEP DOWN AREA TOTAL 3qq S. F. REFERENCE • LOT 26 BLK W PINE KNOLLS MAP BOOK 6 PAGE 8 CARTFRET • LOT FRONTAGE ON ROGUE SOON 100.25 ` PER SURVEY BELL * P4/LL/PS SURVEYING, PL DATED JUNE 731 2005 p/ P_;VG A'ti'D DOCK LAYCL)7 -SCALE 31e.=11_0, LJ LJ LJ ELJ 10.E FA R 7/,,.4 L 5L 5 V,,,4 7/ ON SCALD' 8/8"=1'-O" I 12'-8 3/4" 3'-0 1/8" y 5'-1 1/2" 5'-7 7/8" 5'-1 1/2" LJ LJ LJ LJ LJ LJ 104 CROSS 35C71ON SCALE 8/8 "=1'-0" PILING E 2 s a 16" O.G. TEEL _E REVISIONS N0. I DATE BY DATE 091113105 SCALE AS NOTED DRAWN BY ABC B 1 OF 7