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Home My WebLink About43402_NC DOT_20051005I❑ I CAIVV1 / DREDGE & FILL GENERAL PERMIT '' ;. Previous permit# El 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 15A NCAC'i 7 H Rules attached. Applicant Name Project Location. County "r/ y Address 1,"C.- J! r �( l FJy� Y Street Address/ State Road/ Lot #(s) ; K 17 (& City {-?, E' ► L` , Stated ZIP L7,3 '. ; C`f I If T r t I Phone # (.)�C� 3 tj �% C'Fax # ( ) Subdivision Authorized Agent, n ./ f p City ZIP f 1 CW IKEW ❑ PTA K ES ❑ PTS Affected Phone # ( ) River Basin ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A EC(s): Adj. Wtr. Body 1 -, i. �. r gt�'man /unkn) ❑FC: ❑ Nno %RW:es / PNA es "no Crit. Hab. Y Y k�/ Y es / noClosest Maj. Wtr. Body r� �' ' c k Type of Project/ Activity C (I j -x Pier (dock) length Platform(s) _ Finger pier(s) _-- Groin length number Bulkhead/ Nprap length avg distance offshore_ max distance offshore Basin, channel cubic yards_ Boat ramp Boathouse/ Boatlift Beach Bulldozing Other D �� (L . i 4 Shoreline Length SAM not sure yes no _-- - Sandbags: not sure yes .Y Moratorium: n/a yes no Photos: yes to -) Waiver Attached: yes no, ii A building permit may be required by: " r Notes/ Special Conditions Agent Applicant Aro pplicant Printed Name Signature ** Please read compliance statement on back of permit ** Application Fee(s) Check # i t- (Scale: r• � ; � ) See note on back regarding River Basin rules. Permit Officer's Signature' T Issu g Date r / / 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 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: [l 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 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/ 1-888ARCOAST 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, Onslow -below New River Inlet- and Pender Counties) Revised 06/29/05 ■ 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. i ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: %QM6co I�Vf TiK�i�7�tL A. ;rt/ V XEl Agent ed. b�Printed Name C. Date of Delivery C. Date of Delivery r D. Is delivery address different from item ? ❑ Yes if YES, enter delivery address below: ❑ No 3. Se rce Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise 17 insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (transfer from service label) 7 0 0 3 1010 0002 6560 5125 PS Form 3811, February 2004 Domestic Return Receipt t 02595-02-M I W UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USP•S Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • /v c- -j>cq- 7-7935 j IX ■ Complete items 1., 2, and 3. Also complete 1 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. Article Addressed to: D ,Ba�c aS &XrgC'V / pliC— a 78( o A. Agent Addressee Rece'ved � y (Print e) C. gate f Delivery �� D. Is delivery address different from item 1? * ❑ Yes If YES, enter delivery address below: ❑ No 3. Serv�ie� Type ❑/Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Transfer from service label) 7003 1010 0002 6 5 6 0 5118 PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERV �x01 1-" v U FMi C",, • Sender: Please print your name, address, and ZIP+4 in this box • a. Soo 1587 G £Al V, /AF, /✓C a 7935 -r sP / 73v 96dWiFc, Ito11111 It IIAo/��t�t T Form DC,VI-MP-5 BRIDGES AND CULVERTS $100.00 Processing Fee h. Width of proposed bridge N C D O T W B S N O. 2.200712 i. Height of proposed bridge above wetlands j Attach this form to Joint Application for CAMA Major . Will the proposed bridge affect existing water flow? __Yes No Permit, Form DCM-MP-1. Be sure to complete all other If yes, explain sections of the Joint Application that relate to this proposed project. k. Navigation clearance underneath proposed bridge 1. BRIDGES N/A 1. Will the proposed bridge affect navigation by a. Public Private reducing or increasing the existing navigable opening? Yes _ No b. Type of bridge (construction material) If yes, explain c. Water body to be crossed by bridge in. Will the proposed bridge cross wetlands containing no navigable waters? Yes No d. Water depth at the proposed crossing at MLW or If yes, explain 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 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 Tributary flowing into the Pamlico River b. Number of culverts proposed 1 c. Type of culvert (construction material, style) CORRUGATED METAL PIPE placed 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) Will proposed culvert replace an existing culvert? X Yes --No If yes, (1) Length of existing culvert 50' (2) Width of existing culvert 18" (3) Height of the top of the existing culvert above the MHW or NWL 0.75' (4) Will all, or a part of, the existing culvert be removed? (Explain) YES f. Length of proposed culvert50' g. Width of proposed culvert 48" h. Height of the top of the proposed culvert above the MHW or NWL 1.25' Will the proposed culvert affect existing water flow? Yes X _No If yes, explain Will the proposed culvert affect existing navigation potential? Yes X No If yes, explain 3. EXCAVATION AND FILL a. m Will the placement of the proposed bridge or culvert require any excavation below the MHW or NWL? X _ _Yes No If yes, (1) Length of area to be excavated 54' (2) Width of area to be excavated 8' (3) Depth of area to be excavated 1.75' (4) Amount of material to be excavated in cubic yards 432 SQUARE FEET Will the placement of the proposed bridge or culvert require any excavation within: X Coastal Wetlands SAVs _Other Wetlands If yes, (1) Length of area to be excavated 8' (2) Width of area to be excavated 8' (3) Approximate area to be excavated 64Ft2 c. Will the placement of the proposed bridge or culvert require any high ground excavation? X Yes No If yes, (1) Length of area to be excavated 50' (2) Width of area to be excavated 9' (3) Amount of material to be excavated in cubic yards 450 SQUARE FEET 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 (2) Dimensions of spoil disposal area 20' x 20' (3) Do you claim title to the disposal area? X Yes No If no, attach a letter granting permission from the owner. (4) Will the disposal area be available for future maintenance? X Yes No (5) Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? Yes X No If yes, give dimensions if different from (2) 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 above. e. 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 below MHW or NWL? X Yes _ No Open Water Impacts If yes, (1) Length of area to be filled 0' (2) Width of area to be filled (3) Purpose of fill For Pine Beddin,- and Cover f. 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: N/A Coastal Wetlands SAVs Other Wetlands If yes, (1) Length of area to be filled _ (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 Revised 03/95 , Form DCM-MP-S described in Item d. above) highground? _Yes X No If yes, (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill to be placed on Signature 4. GENERAL a. Will the proposed project involve any mitigation? _Yes NoX 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 Brifte 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? _ _Yes X No If yes, explain in detail NCDOT-Beaufort Pipe Replacement on Sr 1730 Applicant or oject Nam (!,J,4,,. Revised 03/95 Date 09/01/05 Sgavannand see 4 CQ dch d , ed 0 a each Rd 1 % `P'P r ' PROJECT °� Wi►ki RdsR#17a6 ' � a to Rd Iph's xt aQ-a Old amlicO Beach R �y e �a PAMLICO RIVER Old Pamlico Beach Rd E 0 2,200 4,400 8,800 13,200 17,6P0 eet SR 1730, OLD PAMLICO BEACH ROAD BEAUFORT COUNTY PIPE REPLACEMENT VICINITY MAP s savanna Rd a f,. 1 V W E d�rn Mu ;1 each Rd n . i 0 Welkin Rd PROJ ECT } o�f2d i Iph's a ,me xt lico Beach R _ Old Pamlico Beach Rd E PAMLICO RIVER r��« 0 2,250 4,500 9,000 13,500 18,090 SR 17301 OLD PAMLICO BEACH ROAD C O R I V E R BEAUFORT COUNTY PIPE ;REPLACEMENT r __ �.pK RANSOMVILLE USGS QUA MAP A ` I�C 0 NC GRID NAD 03 CAMA GP APPLICATION FOR PERMITTING ONLY NOT FOR CONSTRUCTION PAMLICO INVESTMENTS, LLC c/o GRADY WHITE, Inc. P.O. BOX 1527 GREENVILLE, NC 27835 DBK. TI2,PG.950 AREA I A-1 AREA 2 �j 16 SOFT.COASTAL IMPACTS2 \I / -L 12 SQUARE FEET OF OPEN WATER IMPACTS PROPOSED 48x5(7CMP 16 SOFT.COASTAL IMPACTS2 + ± EXISTING 2 O /rx50 CUP N 89"50'37* E PROPOSED TRSC-Az _ I PROPOSED TRSC-A EXISTING R/W PROPOSED 9Lx3'wx2d SILT BASIN �/ PROPOSE 7,� EXISTING SP - ""� • � - 2.200712 TAR-PAMLICO RIVER BASIN PAMLICO INVESTMENTS, LLC c/o GRAdY WHITE, Inc. P.O. BOX 1527 -4-/ GREENVILLE, NC 27835 DBK. T12,PG.950 9'Lx3'Wx2'd SILT BASIN ------------------------------------------------ til __ _ - EXISTING DITCH�— _ _ EXISTING EP� _�.,: --------------------------------- - EXISTING EPA - -- - --------------------------------- -------------------------------- EXISTING EXISTING R/W PROPOSED 9Lx3'Wx2d SILT BASIN AREA 4 PROPOSED TRSC-A 16 SOFT.COASTAL IMPACTS2 BARBARA W.WADE P.O. BOX 25 PANTEGO,NC 27860 DBK.1038, PG. 692 COASTAL IMPACTS AREA I 16 SOUARE FEET AREA 2 16 SQUARE FEET AREA 3 16 SQUARE FEET AREA 4 16 SQUARE FEET TOTAL 64 SQUARE FEET 0.00/ ACRE TO PAMLICO SOUN OPEN WATER IMPACTS AREA I 12 SQUARE FEET AREA 2 0 SQUARE FEET AREA 3 0 SQUARE FEET AREA 4 0 SQUARE FEET TOTAL 12 SQUARE FEET 0.001 ACRE -y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------EXISTING DITCH -- - - - - - - - - - - - - - - - - - -- - PROPOSED 9Lx3Wx2d SILT BASIN TO PAMLICO BEACH PROPOSED TRSC-A AREA 3 16 SOFT.COASTAL IMPACTS BARBARA W.WADE P.O. BOX 25 PANTEGO, NC 27860 DBK.1038, PG. 692 NOTE: THIS IS NOT A BLUE LINE STREAM AS SHOWN ON THE RANSOMVILLE USGS QUAD MAP AND SHEET NUMBER l5 OF THE SOIL SURVEY OF BEAUFORT COUNTY vW CROSS SECTION OF D SR 1730 CULVERT CROSSING D NAME OLD PAMLICO SR 1730 BEACH ROAD EEAUFORT COUNTY NTY BEAUFORT EXISTING 2 V18'x50' CHIP ROAD SR 1730 2.0' 2.0' mn 0.75' 0.75' 0.75' 1.5' 1.5' u«ool= s BAaffIu 101 TO ALE PROPOSED 50' x 48" CMP 81 ROAD SR 1730 X", 1.25' 2.25 j 0.75' moe�car i 8AClffILL NOT TO SCALE EXCAVATION ABOVE NWL: 9'w x 50 L x 2.0'd = 450 SQUARE FEET EXCAVATION BELOW NWL: 8'w X 54'L x 125'd = 432 SQUARE FEET PROPOSED RIP RAP Q END OF PIPE I DITCH ___ 10 w w Z z p Z) Ld w 0I -TOP VIEW- c� u LL U. z o z ouj LA N V V X O X w w w W vA791Sf0 NPE FINISHED EARTH SLOPE AS REQUIRED \ PROPOSED RIP RAP a END CD w OF PIPE I I I DITCH