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HomeMy WebLinkAbout20010125 Ver 1_Complete File_20011214F NN A rF Michael F. Easley, Governor `O?? 9oG William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources 6 r Alan W. Klimek, P.E. Director -4 o ?c DWQ Project No.: 3-00 10 12-5- County: ef? 0 wo 17 Applicant: Project Name: Date of Issuance of 401 Water Quality Certification: 030102- Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Agent's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and BuFer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Engineer's Certification / Partial " Final 1, Dcty v r-IC l A-,- , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Butler Rules, the approved plans and specifications, and other supporting materials. Signature poA ? b. L,-, Registration No. '3619.3 Date 1 0.1,4.10 31' r+ ?.° OR 1 4 20011 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DAVID McCOY GOVERNOR SECRETARY December 11, 2000 Dennis Hawthorn , Division of Coastal Management Elizabeth City Regional Office r 1367 U.S. Hyy. 17 South Elizabeth City, NC 27909 Dear Mr. Hawthorn, Subject: Pipe Replacement within the Estuarine Waters Area of Environmental Concern on Country Club Drive (SR 1129) in Chowan County The North Carolina Department of Transportation is proposing to replace the existing pipe on SR 1129 at the Boat Basin/Lagoon crossing in Chowan County. This pipe has been crushed at one end leading to little-to-no water flow into the "lagoon". By replacing this pipe, the lagoon will change from an impounded stagnant pool to an area with a natural tide. In order to keep this pipe from getting damaged in the future, NC DOT desires to lengthen the pipe from its existing 40 feet to 48 feet and to widen the existing shoulder by 6 feet. The width of the pipe will be increase from 18 inches to 24 inches to allow for better water flow. The pipe will be buried 12 inches under the substrate to allow for biota migration. The NCDOT is requesting that the proposed project be authorized under the Coastal Area Management Act General .2300 permit. I have attached the MP-5, landowner signatures, a vicinity map, and drawings and sketches of the proposed work. If you have any question regarding this project please contact me at (252) 482-7977. Sincerely, Don Conner, P.E. Division Engineer Kristen Shacochis Environmental Officer P.O. Box 850, Edenton, NC 27932 - Phone: (252) 482-7977 Fax: (252) 482-8722 CC: Mr. Michael Bell, ACOE Mr. R.E. Capehart, PE, NCDOT? Mr. John Hennessy, NCDWQ Mr. Ron Sechler, NMFS Mr. David Cox, NCWRC Ms. Sarah Winslow, NCDMF Mr.Sterling Baker, PE, NCDOT P.O. Box 850, Edenton, NC 27932 - Phone: (252) 482-7977 Fax: (252) 482-8722 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 Revised 03/95 i. Height of proposed bridge above wetlands 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 Albemarle Sound b. Number of culverts proposed 1 c. Type of culvert (construction material, style) 18 inch corrugated metal vine-aluminum d. Will proposed culvert replace an existing bridge? Yes x No If yes, (1) Length of existing bridge (2) Width of existing bridge Form DCM-MP-5 (3) Navigation clearance underneath existing (2) Width of area to be excavated bridge (3) Amount of material to be excavated in cubic (4) Will all, or a part of, the existing bridge be yards removed? (Explain) c. Will the placement of the proposed bridge or culvert e. Will proposed culvert replace an existing culvert? require any highground excavation? x Yes No X Yes No If yes, If yes, (1) Length of existing culvert 40 feet (1) Length of area to be excavated 40 feet (2) Width of existing culvert 18 inches (2) Width of area to be excavated 19 feet (3) Height of the top of the existing culvert above (3) Amount of material to be excavated in cubic the MHW or NWL 0.43 feet yards 205 cubic vards (4) Will all, or a part of, the existing culvert be removed? (Explain) all d. If the placement of the bridge or culvert involves any excavation, please complete the following: (1) Location of the spoil disposal area NC DOT approved site utilizing approved f. Length of proposed culvert 48 feet Best Management Practice g. Width of proposed culvert 24 inches (2) Dimensions of spoil disposal area h. Height of the top of the proposed culvert above the (3) Do you claim title to the disposal area? MHW or NWL 0.55 feet 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? 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 No potential? Yes x No If ves, give dimensions if different from (2) If yes, explain above. (6) Does the disposal area include any area below the MHW or NWL? Yes No 3. EXCAVATION AND FILL If yes, give dimension if different from No. 2 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 If yes, MHW or NAT? x Yes No (1) Length of area to be excavated 48 feet If yes, (2) Width of area to be excavated 10 feet (1) Length of area to be filled(Average) 22 feet (3) Depth of area to be excavated 2.0 feet (2) Width of area to be filled(Average) 6 feet (4) Amount of material to be excavated in cubic (3) Purpose of fill to construct shoulder to yards 36.0 cubic yards minimimum width due to safety concerns b. Will the placement of the proposed bridge or culvert require any excavation within: n Coastal Wetlands n SAVs n Other Wetlands If yes, (1) Length of area to be excavated 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 Coastal Wetlands n SAVs n Other Wetlands If ves, Revised 03/95 Form DCM-MP-5 (1) (2) (3) Length of area to be filled Width of area to be filled 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? x Yes No If yes, (1) Length of area to be filled (Average)22 feet (2) Width of area to be filled (Average) 6 feet (3) Purpose of till to construct shoulders to minimum width due to safety concerns 4. GENERAL a. Will the proposed project involve any mitigation? Yes x No 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? Using NCDOT BINIP's f. What type of construction equipment will be used (for example, dragline, backhoe or hydraulic dredge)? Truck, excavator 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 Kristen Shaeochis Applicant or Project Mine Signature November 29, 2000 Date Revised 03/95 ^I J. Cl- ? ? o E- p Z a- c ;r m ? if ? a fill' i ?C \ \V II I I ? oa° a ? r ? y I ? Ij J r E ? F-, v, 1? ? U i 19 J 2 n ?. ? s a ? V l 1 , I ? I C w! A v p ? , a? z v4r 2 Q nl to Q 0? ? L U Z I % ?' 3 V ? 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