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HomeMy WebLinkAbout20030680 Ver 2_Approval Letter_20070521,' p~o~ W AT ~9QG r ~ ~ o ~ May 21, 2007 Currituck County DWQ Project No. 20030680 v.2 TIP B-2950 APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS Dr. Gregory J. Thorpe, Manager Planning & Environmental Branch N.C. Department of Transportation 1548 Mail Service Center Raleigh, North Carolina, 27699-1548 Dear Dr. Thorpe: You have our approval, in accordance with the attached conditions and those listed below, for the following impacts: Wetlands (acres) Open Water Site Number Mechanized (acres) Streams Fill Clearin Excavation acres 1 0.18 0.015 2 0.005 3 0.04 0.01 0.01 4 0.001 Net Total Im acts 0.24 0.021 < 0.01 (bents) The project shall be constructed in accordance with your application dated March 15, 2007 for the purpose of replacing Bridge Number 4 over Tulls Creek on SR 1222 (Tulls Creek Rd) in Currituck County. After reviewing your application, we have decided that these impacts are covered by General Water Quality Certification Number 3627. This certification corresponds to the General Permit 31, issued by the Corps of Engineers. In addition, you should acquire any other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non- Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying 404 permit issued by the US Army Corps of Engineers (this supercedes Condition 19 of General Certification 3627 issued-March 19, 2007). This approval is valid solely for the purpose and design described in your application (unless modified below). Should your project change, you must notify the DWQ and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or total impacts to streams or buffers (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the conditions listed in the attached certification. 1.) Upon completion of the project, the NCDOT Division Engineer shall complete and return the enclosed "Certification of Completion Form" to notify DWQ when all work included in the 401 Certification has been completed. 2.) The permittee will need to adhere to all appropriate in-water work moratoriums (including the use of pile driving or vibration techniques) prescribed by the NC Wildlife Resources Commission, the US Fish and Wildlife Service, and National Marine Fisheries Service. No in-water work is permitted between February 15 and September 30 of any year, without prior approval from the NC Division of Water Quality and the NC Wildlife Resources Commission. In addition, N~one~Carolina Transportation Permitting Unit ~/Vlltura!!lf 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-17861 FAX 919-733-68931 Internet: http~//h2o.enr.state.nc.us/ncwetlands Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality An Equal OpportunitylAffirmative Action Employer- 50% Recycled110% Post Consumer Paper the permittee shall conform with the NCDOT policy entitled "Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997) at all times. 3.) Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and. maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 4.) If concrete is used during construction, a dry work area should be maintained to prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills. 5.) During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or protected riparian buffers. 6.) Bridges should be constructed with driven piles or drilled shaft construction; the jetting of piles is not authorized without written approval from the DWQ. 7.) Any pile driving or drilling activities shall be enclosed in turbidity curtains. 8.) No drill slurry or water that has been in contact with uncured concrete should be allowed to enter surface water. This water should be pumped onto barges or directly to high ground and disposed of properly. 9.) If necessary, all bridge construction shall be performed from the existing bridge. If work bridges that impact waters or wetlands are necessary, written approval from the DWQ is required. If barges are required they shall be floated into position and then sunk, not sunk and then dragged into place. 10.) The dimension, pattern, and profile of the waterway above and below the crossing should not be modified. Disturbed floodplains and streams should be restored to natural geomorphic conditions. 11.) No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification. 12.) Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited. 13.) All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise authorized by this certification. 14.) The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification. 15.) Native riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 16.) There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this permit without appropriate modification. Should waste or borrow sites be located in wetlands or streams, compensatory mitigation will be required since that is a direct impact from road construction activities. 17.) Strict adherence to the most recent version of NCDOT's Best Management Practices For Bridge Demolition and Removal approved by the US Army Corps of Engineers is a condition of the 401 Water Quality Certification. 18.) Bridge deck drains should not discharge directly into the stream. Stormwater should be directed across the bridge and pre-treated through site-appropriate means (grassed swales, pre-formed scour holes, vegetated buffers, etc.) before entering the stream. Please refer to the most current version of Stormwater Best Management Practices. 19.) The post-construction removal of any temporary bridge structures must return the project site to its preconstruction contours and elevations. The impacted areas shall be re-vegetated with appropriate native species. 20.) A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the on- site project manager. 21.) The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other appropriate requirements of State and Federal law. If DWQ determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please contact David Wainwright at (919) 715-3415. Sinc ely, for Alan Klimek Director, Division of Water Quality Attachment cc: Wilmington District Corps of Engineers Mr. Bill Biddlecome, US Army Corps of Engineers, Washington Field Office Mr. Clay Willis, Division 2 Environmental Officer, NCDOT Cathy Brittingham, DCM, 1638 Mail Service Center, Raleigh, NC 27699 Garcy Ward, NC DWQ Central Files File copy