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Home My WebLink About30571_NC DOT_20030414CAMA / DREDGE & FILL GENERAL PERMIT Previous permit # New Modification Complete Reissue Partial Reissue Date 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 =; Rules attached. Applicant Name_ Project Location: County Address Street Address/ State Road/ Lot #(s) City ( State k 1C, ZIP y< �> r.•,:`<i ,�:)\i Phone # (_____) a{' emu'%LJ Fax # ( ) Subdivision Authorized Agent City ZIP Affected X CW R EW ❑ PTA X ES ❑ PTS Phone # ( ) _ River Basin AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA rN/A Adj. Wtr. Body (nat. /man /unkn) ❑ PWS: n FC: ORW: yes / no PNA yes / no) Crit. Hab. yes / no Closest Maj. Wtr. Body Type of Project/ Activity Pier (dock) length Platform(s) Finger pier(s) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore Basin, channel cubic yards Boat ramp _ Boathouse/ Boatlift Beach Bulldozing Other Shoreline Length SAM 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: Notes/ Special Conditions agent or Applicant Printed Name Signature Please read compliance statement on back of permit Application Fee(s) Check # l C (Scale: ) I See note on back regarding River Basin rules. Permit Officer's Signature Issuing Date Expiration Date Local Plan ningJurisdiction 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 I) 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, certifythat 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 (910-395-3900) for more information on how to comply with thesebuffer rules. Division of Coastal Management Offices Central Office Elizabeth City District Mailing Address: 1367 U.S. 17 South 1638 Mail Service Center Elizabeth City, NC 27909 Raleigh, NC 27699-1638 252-264-3901 Location: Fax: 252-264-3723 Parker -Lincoln Building 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 / 1-888-4RCOAST Fax:919-733-1495 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Morehead City District 151-B Hwy. 24 Hestron Plaza II Morehead City, NC 28557 202-808-2808 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 910-395-3900 Fax: 910-350-2004 (Serves: Brunswick, New Hanover, Onslow -below New River Inlet- and Pender Counties) Revised 10/05/01 STATE OF NORTH'CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION 02 OFFICE P. O. BOX 1587 GREENVILLE, NC 27835 Pay Pay N.C.D.E.N.R. to the * Order of GREENVILLE, NC 27835 WARRANT NO. 10568 DATE 03/10/2003 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM M I♦♦ M I .M' 1• I I I♦♦ I♦ y I I� M M I M Y r M♦ M I M M V N .1• ,t I 111000105EBii' i:0531L05941: 9"10001116421i' �B ONE 2140 ZERO f[RIDO ZERO 2ER0:'.. I AUl HORIZED SIGNATURE NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary April 15, 2003 N.C. DOT Division 2 Office P.O. Box 1587 Greenville, N.C. 27835 Attn: Jay Johnson Dear Jay: Attached is General Permit #C-30571 to replace existing 24" culvert with two (2) 30" X 70' corrugated metal pipes at property on SR 1324 (McCotters Marina Road), at the crossing of an unnamed Tidal Creek, in Beaufort County. In order to validate this permit, please sign all three (3) copies 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, Bill Arrington Coastal Management Representative BA/rcb Enclosures 151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557 Phone: 252-808-2808 \ FAX: 252-247-3330 \ Internet: http://dcm2.enr.state.nc.us An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper UNITED STATES POSTAL SERVICE Fi t- A 10 • Sender: Please print your name, address, and ZIP+4 in tKaig Attn: jay Johnson NC Dept. of Transportation po Box 1587 Greenville, NC 27835-1587 i:1:1.--J1: J: $I Mail Fees Paid C-6- 10 BE t ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: 2. Article Number (Transfer from service label A. Signat ❑ Agent X ❑ ddre see c/eiiveedd byy j(�P�rintd NaynF) r C•�t �' D. Is delivery address different from item 1? No If YES, enter delivery address below: MAR 3 1 2003 3. Service Type ,Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 7002 1000 _0005 4800 0603 PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-1540 Form DCM-MP-5 BRIDGES AND CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. 1. BRIDGES a. Public Private b. Type of bridge (construction material) c. Water body to be crossed by bridge d. Water depth at the proposed crossing at MLW or NWL e. Will proposed bridge replace an existing bridge? Yes No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge (4) Will all, or a part of, the existing bridge be removed? (Explain) f. Will proposed bridge replace an existing culvert(s)? Yes No If yes, (1) Length of existing culvert (2) Width of existing culvert (3) Height of the top of the existing culvert above the MHW or NWL (4) Will all, or a part of, the existing culvert be removed? (Explain) g. Length of proposed bridge. h. Width of proposed bridge i. Height of proposed bridge above wetlands MAR 3 1 2003 j. Will the proposed bridge affect existing water flow? Yes No If yes, explain k. Navigation clearance underneath proposed bridge 1. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? Yes No If yes, explain m. Will the proposed bridge cross wetlands containing no navigable waters? Yes No If yes, explain n. Have you contacted the U.S. Coast Guard concerning their approval? Yes No If yes, please provide record of their action. 2. CULVERTS a. Water body in which culvert is to be placed Existing tidal creek b. Number of culverts proposed 2 c. Type of culvert (construction material, style) Aluminum CMP d. Will proposed culvert replace an existing bridge? Yes X No If yes, (1) Length of existing bridge N/A (2) Width of existing bridge N/A (3) Navigation clearance underneath existing bridge N/A Revised 03/95 Form DCM-MP-5 (4) Will all, or a part of, the existing bridge be removed? (Explain) NIA e. Will proposed culvert replace an existing culvert? X Yes No If yes, (1) Length of existing culvert 37' (2) Width of existing culvert 24" (3) Height of the top of the existing culvert above the MHW or NWL 8" (4) Will all, or a part of, the existing culvert be removed? (Explain es, each existing culvert will be removed & replaced with a larger diameter & length pipe (see Map 2). f. Length of proposed culvert 60'x 2 (3) Amount of material to be excavated in cubic yards c. Will the placement of the proposed bridge or culvert require any highground excavation? X Yes No If yes, (1) Length of area to be excavated 62' (2) Width of area to be excavated 10' (3) Amount of material to be excavated in cubic yards 620 sq.ft. d. If the placement of the bridge or culvert involves any excavation, please complete the following: (1) Location of the spoil disposal area Temporary spoil area is existing road bed g. Width of proposed culvert 30"x 2 (2) Dimensions of spoil disposal area 20' x 20' h. Height of the top of the proposed culvert above the (3) Do you claim title to the disposal area? MHW or NWL 15" X Yes No If no, attach a letter granting permission from i. Will the proposed culvert affect existing water flow? the owner. Yes X No (4) Will the disposal area be available for future If yes, explain maintenance? X Yes No (5) Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? j. Will the proposed culvert affect existing navigation Yes X No potential? Yes X No If yes, give dimensions if different from (2) If yes, explain above. (6) Does the disposal area include any area below the MHW or NWL? Yes X No If yes, give dimension if different from No. 2 3. EXCAVATION AND FILL above. a. Will the placement of the proposed bridge or culvert e. Will the placement of the proposed bridge or culvert require any excavation below the MHW or NWL? result in any fill (other than excavated material X Yes No described in Item d. above) to be placed below MHW If yes, or NWL? X Yes No (1) Length of area to be excavated 62' If yes, Each side 176 sq. ft. = 352 sq. ft. (2) Width of area to be excavated 10' (1) Length of area to be filled (3) Depth of area to be excavated 3' (2) Width of area to be filled (4) Amount of material to be excavated in cubic (3) Purpose of fill To provide adequate fill over yards 620 scl. ft. the new pipe and to construct road to its new width. b. Will the placement of the proposed bridge or culvert require any excavation within: Coastal Wetlands SAVs Other Wetlands If yes, (1) Length of area to be excavated (2) Width of area to be excavated Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed within: ,Coastal Wetlands SAVs _Other Wetlands If yes, (1) Length of area to be filled Fprm DCM-M -5 ":,AR 3 1 2003 (2) Width of area to be filled (3) Purpose of fill g. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed on highground? —Yes No If yes, (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill 4. GENERAL a. Will the proposed project involve any mitigation? Yes No Unknown If yes, explain in detail b. Will the proposed project require the relocation of any existing utility lines? Yes X No If yes, explain in detail c. Will the proposed project require the construction of any temporary detour structures? Yes X No If yes, explain in detail d. Will the proposed project require any work channels? Yes X No If yes, complete Form DCM-MP-2 e. How will excavated or fill material be kept on site and erosion controlled? Silt fence f. What type of construction equipment will be used (for example, dragline, backhoe or hydraulic dredge)? Typical Road construction equipment g. Will wetlands be crossed in transporting equipment to project site? Yes X No If yes, explain steps that will be taken to lessen environmental impacts. h. Will the placement of the proposed bridge or culvert require any shoreline stabilization? X Yes No If yes, explain in detail Riprap will be placed around pine NCDOT-SR 1324 Beaufort Applicant orkroject Name Signature V U U . 3 7/0 3 Date NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS SR 1324 PIPE REPLACEMENT BEAUFORT COUNTY CANfA GENERAL PERMIT APPLICATION DETAIL SHEET 1 I WATER V STING 37'-2\ WATER VALVE i I � TIDAL NORMAL WATER LEVEL FLOW PROPOSED FILL LINE (MAX 32.5') X 289 SQ.FT. FILL 32 1318 1348 1319 1300 1364 1320 1321 1322 1384 1321 1300 1323 1387 11374 VICINITY 1322 WORK SITE 1324 MAP `�j 138, PROPOSED PIPES (2 — 70'-30- C.M.P.) 236 SQ. FT. FILL / PROPOSED FILL LINE (MAX 32.5') WILLIAM L O'NEAL 1412 CAROLINA AVE. WASHINGTON, NC 27889 EDGE OF WATER \ VS�• A � � v � � v SHOULDER POINT 06') \\ \ EXIST. SHOULDER POINT (VARIES) \ 18.0' OF \ \\ . T EDESTAL \ \ \ \\ FowER ro \ \ � � "Doe DF 18- \ \ \ \ PA�FEVT _ WILLIAM L O'NEAL 60' 1412 CAROLINA AVE. \ \ O WASHINGTON, NC 27889 SHOULDER POINT 961 \� 404 WETLAND IMPACT: 0 SQ. FT. \,\ Riw COASTAL WETLAND IMPACT: 0 SQ. FT. OPEN WATER IMPACT: 525 SQ. FT. NOTES: 1) THIS PROJECT IS IN THE WASHINGTON TWP, 2) THIS PROJECT IS IN THE TAR-PAMLICO RIVER BASIN 3►THIS PROJECT DOES NOT FALL WITHIN ANY MUNICIPAL BOUNDARIES 4) PROJECT RW IS 60' 5) ROAD NAME: McCOTTERS MARINA ROAD 6) NO KNOWN NCGS MONUMENTS ON PROJECT DRAWN BY: CHECKED BY: 0341,03 1"=30' AREA TO BE4.1�W UNOlS7URBED AREA OR oaTUf0LEDReeo I11,FABRIC EXISTING GRADE SILT FENCE DETAIL NTS FINISHED EARTH SLOPE (3:1) PROPOSED RIP RAP )POSED PIPE (2) I PIPE END DETAIL NTS NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS SR 1324 PIPE REPLACEMENT BEAUFORT COUNTY LAMA GENERAL PERMIT APPLICATION DETAIL SHEET 2 A B SR 1324 i ROAD SURFACE 1 AREA TO BE EXCAVATED AND BACKFILLED 3.46' 3.53' EXISTING 37'-24' PIPE NORMAL WATER LEVEL PROPOSED 70'40' C.M.P. — 3.0' vs 2.5' — PROPOSED 70'-30" C.M.P. EXISTING STREAM BED UNDERCUT AND BACKFILL —------ I� -- — B.4' —— — -- ——►I EXCAVATION ABOVE NORMAL WATER LEVEL: 1574 FT' EXCAVATION BELOW NORMAL WATER LEVEL: 1679 FT NOTES: 1) THIS PROJECT IS IN THE WASHINGTON TWP. 2) THIS PROJECT IS IN THE TAR-PAMLICO RIVER BASIN 3) THIS PROJECT DOES NOT FALL WITHIN ANY MUNICIPAL BOUNDARIES 4) PROJECT RW IS 60' 5) ROAD NAME: McCOTTERS MARINA ROAD 6) NO KNOWN NCGS MONUMENTS ON PROJECT DRBWN BY: DRTCKED BY: 034W3