The URL can be used to link to this page

Home My WebLink About20110667 Ver 1_Approval Letter_20120113NCD NR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild P E Dee Freeman Governor Director Secretary January 13 2012 Transylvania County T1P B 4989 DWQ Project 20110667V 2 NCSR 1326 (Macedonia Church Road) Approval of 401 Water Quality Certification with Additional Conditions- MODIFICATION Dr Gregory J Thorpe Ph D Environmental Management Director Project Development and Environmental Analysis North Carolina Department of Transportation 1598 Mail Service Center Raleigh North Carolina 27699 1598 Dear Dr Thorpe You have our approval in accordance with the conditions listed below for the following impacts in Lamance Creek for the purpose of replacing Bridge No 148 with a 53 foot long 12 foot by 6 foot with 8 foot sills for fish passage reinforced concrete box culvert on NCSR 1326 (Macedonia Church Road) in Transylvania County C +ro.1..1 1r- -.... +..- +1.- Lam...... L. Y), -- n______ r.__ Site Permanent Fill Bank Permanent =4 vTemporary Total Stream Total Wetland in Intermittent Stabilization Fill in Impacts in Stream Impacts Bridge Stream (linear in Perennial Perennial Perennial Impact Requiring (ac) ft) Stream Stream Stream (linear ft) Mitigation <0 01 0 linear ft linear ft) (linear ft) <0 01 linear ft) Original Approved 0 17 33 55 105 0 Impacts at Site 1 New Impacts at 0 20 53 55 128 0 Site 1 Total 0 20 1 53 55 1 128 0 1111 i ►vJccL /J 11L IL 111La1 temporary atream impacts for Project 55 linear ft WP +111�.,1i 1-- +o .0 41.., L'..,,., 1. D a ll__— 1l____ Site Fill Fill Excavation Mechanized Hand Area under Total Wetland (ac) (temporary) (ac) Clearing Clearing Bridge Impact (ac) (ac) (ac) (ac) (ac) Site 1 <0 Ol 0 0 <0 01 0 0 <0 01 Total T_L_ ■ «, <0 01 0 0 <0 01 0 0 <0 01 1 via■ 11 a.uauu 111Fa1.L 1v1 i 1 VJCL:L `V V1 aCreS SURFACE WATER PROTECTION SECTION — ASHEVILLE REGIONAL OFFICE One Location 2090 U S Highway 70 Swannanoa North Carolina 28778 NorthCarollna Phone 828 296 45001 FAX 828 299 7043 �atura!!r� Internet www ncwaterquality org An Equal Opportumty I Affirmative Action Employer Dr Gregory Thorpe PhD January 13 2012 Page Two The project should be constructed in accordance with your application dated June 30 2011 (received July 14 2011) and modified application dated November 8 2011 (received January 12 2012) including 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 3820 corresponding to the U S Army Corps of Engineers Regional General Permit Numbers 31 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 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 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 The permittee shall use /Design Standards in Sensitive Watersheds/ [15A NCAC 4B 0124 (a) (e)] in areas draining to trout waters However due to the size of the project NCDOT shall not be required to meet 15A NCAC 4B 0124(a) regarding the maximum amount of uncovered area Temporary cover (wheat millet or similar annual grain) or permanent herbaceous cover shall be planted on all bare soil within 15 business days of ground disturbing activities to provide erosion control Tall fescue shall not be used in the establishment of temporary or permanent groundcover within riparian areas For the establishment of permanent herbaceous cover erosion control matting shall be used in conjunction with an appropriate native seed mix on disturbed soils within the riparian area and on disturbed steep slopes with the following exception Erosion control matting is not necessary if the area is contained Dr Gregory Thorpe PhD January 13 2012 Page Three by perimeter erosion control devices such as silt fence temporary sediment ditches basins etc Matting should be secured in place with staples stakes or wherever possible live stakes of native trees Erosion control matting placed in riparian areas shall not contain a nylon mesh grid which can impinge and entrap small animals For the establishment of temporary groundcover within riparian areas hydroseeding along with wood or cellulose based hydro mulch applied from a fertilizer and limestone free tank is allowable at the appropriate rate in conjunction with the erosion control measures Discharging hydroseed mixtures and wood cellulose mulch into surface waters is prohibited Riparian areas are defined as a distance 25 feet landward from top of stream bank 5 For projects impacting waters classified by the NC Environmental Management Commission as Trout (Tr) High Quality Waters (HQW) or Water Supply I or II (WSI WSII) stormwater shall be directed to vegetated buffer areas grass lined ditches or other means appropriate to the site for the purpose of pretreatmg storm water runoff prior to discharging directly into streams Mowing of existing vegetated buffers is strongly discouraged 6 NCDOT will need to adhere to all appropriate in water work moratoria prescribed by the NC Wildlife Resources Commission 7 NCDOT is providing off site mitigation of 53 linear feet through the North Carolina Ecosystem Enhancement Program by letter dated December 20 2011 8 Unless otherwise approved in this certification placement of culverts and other structures in open waters and streams shall be placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches to allow low flow passage of water and aquatic life Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in dis equilibrium of wetlands or streambeds or banks adjacent to or upstream and down stream of the above structures The applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by NCDWQ If this condition is unable to be met due to bedrock or other limiting features encountered during construction please contact NCDWQ for guidance on how to proceed and to determine whether or not a permit modification will be required 9 If multiple pipes or barrels are required they shall be designed to mimic natural stream cross section as closely as possible including pipes or barrels at flood plain elevation and /or sills where appropriate Widening the stream channel should be avoided Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage 10 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 11 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 12 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 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 riparian 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 in such a manner that it does not impede aquatic life passage Dr Gregory Thorpe PhD January 13 2012 Page Four 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 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 Dr Gregory Thorpe PhD January 13 2012 Page Five 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 Mall 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 I i AIC Charles Waklid P E Director Division of Water Quality 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 20110667V 2 (Thorpe) B-4989 NCSR 1326 (Macedonia Church Road)