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Home My WebLink About20121014 Ver 1_Approval Letter_20121107 AY4 NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild P E Dee Freeman Governor Director Secretary November 7 2012 Haywood County DWQ Project 20121014 Bridge No 216 NCSR 1380(Turkey Creek Road) Approval of 401 Water Quality Certification with Additional Conditions Mr J B Setzer P E Division 14 Engineer North Carolina Department of Transportation 253 Webster Road Sylva North Carolina 28779 Dear Mr Setzer You have our approval in accordance with the conditions listed below for the following impacts m Turkey Creek for the purpose of replacing the existing Bridge No 216 on NCSR 1380(Turkey Creek Road) in Haywood County Stream Impacts in the French Broad River Basin Site Permanent Fill Streambank Permanent Temporary Total Stream in Intermittent Stabilization Fill in Impacts in Stream Impacts Stream (linear (linear ft) Perennial Perennial Impact Requiring ft) Stream Stream (linear ft) Mitigation (linear ft) (linear ft) (linear ft) Site 1 0 53 0 120 173 0 Total 0 53 0 120 173 0 Total Permanent Stream Impacts for Project 53 lin ft Total Temporary Stream Impacts for Project 120 linear ft The project should be constructed in accordance with your application dated October 30 2012 (received November 5 2012) includmg the environmental commitments made in the application letter After reviewing your application we have decided that these impacts are covered by General Water Quality Certification No 3883 corresponding to the U S Army Corps of Engineers Nationwide Permit Number 3 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 SURFACE WATER PROTECTION SECTION—ASHEVILLE REGIONAL OFFICE One Location 2090 U S Highway 70 Swannanoa North Carolina 28778 NorthCarohna Phone 828 296-45001 FAX 828 299 7043 Naturally www ncwaterquality org An Equal Opportunity'Affirmative Acllon Employer Mr J B Setzer P E November 7 2012 Page Two 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 conditions If total wetland fills for this project (now or in the future) exceed one acre or if total impacts to streams (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 be valid you must follow the conditions listed in the attached certification and any additional conditions listed below Condition(s)of Certification 1 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 or access roads to 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 2 Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this Certification If placement of sediment and erosion control devices in wetlands and waters is unavoidable they shall be removed and the natural grade restored upon completion of the project 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 m 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 All work in or adjacent to stream waters shall be conducted in a dry work area Approved BMP measures from the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags rock berms cofferdams and other diversion structures shall be used to prevent excavation in flowing water 5 The stream channel shall be excavated no deeper than the natural bed material of the stream to the maximum extent practicable Efforts must be made to minimize impacts to the stream banks as well as to vegetation responsible for maintaining stream bank stability Any applicable riparian buffer impact for access to stream channel shall be temporary and be revegetated with native riparian species 6 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 revegetated with appropriate native species 7 Strict adherence to the most recent version of NCDOT's Best Management Practices For Bndge Demolition and Removal approved by the US Army Corps of Engineers is a condition of the 401 Water Quality Certification 8 Bridge deck drains shall not discharge directly into the stream Stormwater shall 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 MrJB SetzerPE November 7 2012 , Page Three 9 Bridge piles and bents shall be constructed using driven piles(hammer or vibratory) or drilled shaft construction methods More specifically jetting or other methods of pile driving are prohibited without prior written approval from NCDWQ first 10 No drill slurry or water that has been in contact with uncured concrete shall be allowed to enter surface waters This water shall be captured treated and disposed of properly 11 All pile driving or drilling activities shall be enclosed in turbidity curtains unless otherwise approved by NCDWQ in this certification 12 All bridge construction shall be performed from the existing bridge temporary work bridges temporary causeways or floating or sunken barges If work conditions require barges they shall be floated into position and then sunk The barges shall not be sunk and then dragged into position Under no circumstances should barges be dragged along the bottom of the surface water 13 The dimension pattern and profile of the stream above and below the crossing shall not be modified Disturbed floodplams and streams shall be restored to natural geomorphic conditions 14 Native ripanan vegetation (e g rhododendron dog hobble willows alders sycamores dogwoods black walnut and red maple) must be reestablished within the construction limits of the project by the end of the growing season following completion of construction 15 The use of rip rap above the Normal High Water Mark shall be minimized Any rip rap placed for stream stabilization shall be placed in stream channels m such a manner that it does not impede aquatic life passage 16 Rip rap shall not be placed in the active thalweg channel or placed in the streambed in a manner that precludes aquatic life passage Bioengineering boulders or structures should be properly designed sized and installed 17 Heavy equipment shall be operated from the banks rather than in the stream channels in order to minimize sedimentation and reduce the introduction of other pollutants into the stream 18 All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters from fuels lubricants hydraulic fluids or other toxic materials 19 The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings submitted for approval 20 Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited 21 If concrete is used during construction a dry work area shall be maintained to prevent direct contact between curing concrete and stream water Water that inadvertently contacts uncured concrete shall not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills 22 No rock sand or other materials shall be dredged from the stream channel except where authorized by this certification 23 A copy of this Water Quality Certification shall be maintained 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 24 All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3 1 unless otherwise authorized by this certification 25 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 26 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 27 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 NCDWQ determines that such standards or laws are not being met(including the failure to sustain a designated or achieved use)or that State of Federal law is being violated or that further conditions are necessary to assure compliance NCDWQ may reevaluate and modify this certification / Mr J B Setzer P E November 7 2012 Page Four 28 The issuance of this certification does not exempt the Permittee form complying with any and all statutes rules regulations or ordinances that may be imposed by other government agencies (i e local state and federal) having jurisdiction including but not limited to applicable buffer rules stormwater management rules soil erosion and sedimentation control requirements etc 29 The Permittee shall report any violations of this certification to the Division of Water Quality within 24 hours of discovery 30 Upon completion of the project (including any impacts at associated borrow or waste sites) the NCDOT Division Engineer shall complete and return the enclosed Certification of Completion Form to notify NCDWQ when all work included in the §401 Certification has been completed Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit This Certification shall expire upon the expiration of the 404 or CAMA permit If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written request within sixty(60) days following receipt of this Certification This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings 6714 Mail Service Center Raleigh N C 27699 6714 If modifications are made to an original Certification you have the right to an adjudicatory hearing on the modifications upon written request within sixty(60)days following receipt of the Certification Unless such demands are made this Certification shall be final and binding 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 telephone Mr Mike Parker of the Asheville Regional Office at 828 296 4500 Sincerely -� / __Charles Wakild P E Director o Division of Water Quality Attachments cc Lori Beckwith USACE Asheville Field Office Mark Davis Division 14 DEO Ed Ingle Roadside Environmental Marla Chambers NCWRC Transportation Permitting Unit Asheville Regional Office 12 1014(Setzer)Bridge No 216 NCSR 1380