Loading...
HomeMy WebLinkAbout59367_HAROLDSON, JOHN_20111026Z �► i r ❑ CAMA / ❑ DREDGE & FILL GENERAL PERMIT ❑New ❑Modification ❑Complete Reissue El Partial Reissue 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 15A NCAC 1 Previous permit # Date previous permit issued Applicant Name_ Project Location: County Address - City-- ---- - Phone # Authorized Agent Affected ❑ cW AEC(s): ❑ OEA ❑ PWs: ORW: yes / no State.----- ZIP Fax #-- ❑ EW ❑ PTA ❑ ES ❑ PTS ❑ HHF ❑ IH ❑ UBA ❑ N/A ❑ FC: PNA yes / no Crit.Hab. yes / no Street Address/ State Road/ Lot #(s) ❑ Rules attached. Subdivision City ZIP Phone # O River Basin Adj. Wtr. Body (nat /man /unkn) Closest Maj. Wtr. Body Type of Project/ Activity (Scale: Pier (dock) length f Platforms) Finger pier(s) Y 44H I I I i I I I ill Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore Basin, channel cubic yards Boat ramp, Boathouse/ Boatlift T Beach Bulldozing Other j I r ` _- i I ' i I Shoreline Length__- SAV: not sure yes no Sandbags: not sure yes no Moratorium: n/a yes no Photos: yes no --- Waiver Attached: yes no A building permit may be required by: 0 See note on back regarding River Basin rules. Notes/ Special Conditions Agent or Applicant Printed Name Permit Officer's Signature Signature ** Please read compliance statement on back of permit ** Issuing Date Expiration Date Application Fee(s) Check # Local PlanningJurisdiction Rover File Name 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 ❑ Other: ❑ 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 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 Raleigh Office Mailing Address: 1638 Mail Service Center Raleigh, NC 27699-1638 Location: 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 Fax:919-733-1495 Morehead City Headquarters 400 Commerce Ave Morehead City, NC 28557 252-808-2808/ I-888-4RCOAST Fax: 252-247-3330 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico Counties) 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) 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, Onslow -below New River Inlet- and Pender Counties) Revised 08/09/06 NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue James H. Gregson Dee Freeman Governor Director Secretary BUFFER AUTHORIZATION CERTIFICATE FOR PIER AND DOCKING FAC,i.ITIES ACCESS i+vAV- A riparian buffer authorization is required for pier and docking facilities access ways through the Tar -Pamlico & Neuse River Riparian buffer per Division of Water Quality (DWQ) regulations 15A NCAC 02B.0233 & .0259. The Division of Coastal Management (DCM), through a Memorandum of Understanding with the Division of Water Quality (DWQ) has reviewed your project proposal, determined that the project as proposed complies with the aforementioned regulations, and made a "no practical alternatives" determination per those regulations. Those activities covered by your Coastal Area Management Act (LAMA) permit have received Buffer ,Authorization as long as the project is constructed in a manner that continues to meet all of the conditions listed below. Failure to comply with this Buffer Authorization shall subject the property owner & the party (contractor) performing the construction Wor land clearing to a civil penalty of up to $25,000 per day per violation. i. Crossing is Perpendicular: Pier and docking facility access way must cross the 50 ft. riparian buffer perpendicularly (which is defined as between 75 and 105 degrees) unless otherwise approved by DCM. The alignment shall minimize the removal of woody vegetation to the greatest extent practicable. 2. Pervious Materials: All reasonable measures shall be taken to ensure the access way is made of pervious materials like open -slatted wood or composite, mulch, or grass to meet the intent of the rules to the maximum extent practicable. 3. Access Width: The width of the pier or docking facility access way shall be limited to six (6) feet. 4. Project Drawing: The drawing on the CAMA General Permit is considered the project drawing of your property indicating the relative location of the pier or docking facility and any requested access way. This drawing will be used to aid in compliance and monitoring efforts. By your signature below you agree to be held responsible for meeting all of the conditions listed above and verify that all information provided is complete and accurate. Agent o pplica rintecl Name A nt ?�r-4—pli50 Signature LAMA GENERAL PERMIT #: �7 36 7 C Washington office 943 Washington Square Mall Washington, NC 27889 Phone 252-946-6481 Morehead City Office 400 Commerce Avenue Morehead City, NC 28557 Phone 252-808-2808 �Ca?IyEn Permit Officer's Signature JAN 2 U 2012 DCM-MHD CITY IsS a Da An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper Version 5, 09/2009 1� .k v [HOGS A ' I -� World Leader in Swine Production Solutions O Slats -_ The Hog Slat reputation depends on providing the world's best slats. The right size to fit your needs: Size Slat Style 4' x 5' 1 " 4'x6' 1 "and 1112" 4' x 8' 1" and 1 112" 4' x 10' V 4' x 10' 1 " half open & half solid Machine finished slats are easier on a pig's feet. Our competitors' hand finished slat has a smooth edge that may look good at a first glance. But, if you look closely you'll see that manufacturing process causes a slight hump to develop in the middle of each slat - that's hard on feet! Our slats are machine finished with a very flat surface and a consistent opening. Theirs. (cross-section) OurS. (cross-section) VVVVVVz ff 11 11,11111 111 Less water equals stronger concrete. Some manufacturers add water to make the concrete more workable. This weakens the concrete by changing the cement to water ratio and shortens the life slat. OURS THEIRS VS. Competitor 4" Slump We use a slat machine and are able to work and form a 0" slump concrete mix versus the normal 4" slump needed for wet cast, hand poured slats. Our dry cast process enables us to produce stronger, more consistent slats at a much quicker pace than our competition. This results in a better performing and less expensive slat for you! 20' V 0 v 4' X 5' H06 SLAT II' ED&E OF ROOF II' LADDER DOCK LAYOUT 30' /\ N ENNS LLCSCB PER PLAN �,Y ,oiz,izo„ Construction & Property Management A"' HNi01D50N °DCK PLAN 1 40' TO sIiORE t b' WOOD PILE 21' TYPICAL 4' X 10' H06 SLAT TYPICAL U.NA. 6 X b BAND BEAM 90' TYPICAL 8' m WOOD PILE BOAT LIFT TYPICAL VERIFY PILE SIZE WITH MANUF. SPECS. p0ygt A!D s 4'- —❑O— I I I 400 SOFT I I \ BOAT T�.q• \ CANOPY CLEAR / / F GLEANINGISO❑ BENCH \\ 10'// I I 4'- ,,50UTH ELEVATION A.JENN5 LLC Construction & Property Management ,,PECK FRAMING PLAN Q 41 JENNS L Lc. Construction & Property Management