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HomeMy WebLinkAboutU-4753_Scopingr��r�rH t.�a:���ir��. F��'d� �C{��7F'�R ��ew�r�anr���rt�cr� �rrr�r��'y C;r3ur^r riru' P��iI�WI�EL �. ���,��J 5'i•� r i.tzr ^r' L�1��P� �ULPEF��R Xr� rerirra �ar-ecr�r October 2, 2018 MEMORANDUM To: Matt Clarke, P�, NCDOT Division 4 Project Develop�nent Engineer Prom: Rob Ridings, NC Division of Water Resources, Ti•ansportation Peri��itting Branch Sttbject: Scoping comments on proposed widening of SR 1556 from US 70 Bypass to SR 1003 in Wayne County, TIP No. U-4753.. Reference your correspondence received October 1, 2018 in which you requested cornrnents for tl�e referenced project. Preliiminary analysis of the project reveals tl�e potential for impacts to streams, tributaries, buffers and/or jurisdictional wetlands in tl�e project area. More specifically, impacts to: Stream Name River Basin Stream Classifications Stream index 303(d) Listing? Numbec UT Reedy Creek Neuse C; NSW 27-62-2 No UT Stoney Creelc Neuse C; NSW 27-62 No Further investigations at a higlier resolution should be undertaken to verify the presence of other streams and/or jurisdictional wetlands in the area. Tn the event that any jtn�isdictional areas are identified, the Division of Water Resot�rces requests tliat NCDOT consider the following environmental issues for the pro}�osed project: Project Specific Comments: 1. Reedy Creek, Stoney Creek, and their tributaries are class C; NSW waters of the State. The NCDWR is very conccrned with sediment and erosion impacts that could result fiom this project The NCDWR recouvnends that highly protective sediment �nd erosion control BMPs be in7plemented to reduce the risk of nutrient r�moff to these siu•face waters. Post-construction stormwater BMPs sho��ld, to tlle MEP, be selecte�d and designed to reduce nuhients 2. This project is within the Neuse River Basin. Riparian buffer impacts shall be avoided and minimized to the greatest extent possible pursuant to 1 SA NCAC 2B.0233. New development activities located i�� the protected 50-foot wide riparian areas within the basin sl�all be limited to "uses'° identified within and consrilicted in accordance with 15A NCAC .02B .0295. Buffer mitigation may be required for buffer impacts resulting from _t� E ��,� �:�:�.,�..; ��� North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street I 1617 Mail Service Center � Raleigh, North Carolina 27699-1617 919.707.9000 activities classifiied as "allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under the BufFer Rules. A buffer mitigation plan, includin� use of tl�e North Carolina Division of Mitigation Services, must be provided to the NCDWR prior to approval of tlle Water Quality Certificarion. Buffer initigation i11ay be required for buffer impacts resulting from acrivities classified as "allowable with rnitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer Rules. A buffer mitigation plan, coordinated with the North Carolina Division of Mitigation Services, must be provided to the NCDWR prior to approval of the Water Quality Certification. General Project Comments: The environmental docu�nent should provide a detailed and itemizEd presentatioi� of the proposed impacts to wetlands and streams with corresponding mapping. If mitigation is necessary as required by 15A NCAC 2H.0506(h), it is preferable to present a concept�ial (if i�ot finalized) mitigatioil plai7 with the environmental documeutation. Appropriate mitigation plans will be required prior to issuance of a 401 Water Q�iality Certification. Enviromnental impact statement alternatives shall consider design criteria that reduce t11e in�pacts to streains and wetlands from storm water runoff. These alternatives shall include road designs that allow for treamient of the storm water i2inoff through BMPs as detailEd ii1 the ��7ost recent version of the North Cai�olina De}�crrtment of Trcz��s�ortatiora Sto�•n���,vater• Best Mnnagement Practices Tool box manual, sLich as grassed swales, buffer areas, preformed scour holes, retention basins, etc. After tl�e selection of the preferred alternative and prior to au issuance of the 401 Water Quality Certiiication, the NCDOT is respectfully reminded that they will need to demoilstrate the avoidance and miniinization of impacts to wetlands (and streams) to the maximum extent practical. In accordance with the Enviroml7ental Management Commission's Rllles (15A NCAC 2II.0506[l�]), nutigation will be requ�ued for impacts of greater than 1 acce to wetlands. ln fl1e event that mitigatioil is required, the nutigation plan shall be designed to replace appropriate lost functioils and values. North Carolina Division of Mitigation Services may be availaUle for assistance with wetland mitigation. In accordance with the Envirommental Management Co��m�nission's Rules (15A NCAC 2H.0506[h]), mitigation will be required for impacts of greater than 300 linear feet to any perennial stream. li1 the event that mirigation is rec�uired, the mitigation plan shall be designed to replace appropriate lost fimctions and values. The North Carolina Divisio�l of Mitigation Seivice�s may be available for assistance with stream mitigation. Futlu�e documentation, ulcli�ding the 401 Water Ql�ality Certification Application, shall contu7lie to incllide an itemized listing of tl�e proposed wetland and stream impacts with corresponding mapping. Tl�e NCDWR is very concerned with sedii��ent and erosion i���pacts that could re�sult from this project. The NCDOT shall address these concerns by describing the potei�tial impacts that may occur to the aquatic environments and any mitigating facto�s that would reduce the impacts. � ���� �� a,�..:�.r„�,� North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street I 1617 Mail Service Center � Raleigh, North Carolina 27699-1617 919.707.9000 7. An analysis of cumulative and secondary impacts anticipated as a result of this project is required. The type and detail of ailalysis shall cor11'orm to the NC Division of Wat�er Resource Policy on tl�e assessment of secondary and cumulative impacts dated April 10, 2004. 8. The NCDOT is respectfully reminded that all impacts, including but not limited to, bridging, till, excavariou and clearing, and rip rap to jurisdicrional wetlands, streams, and riparian buffers need to be included in the final impact calculatious. These iu�pacts, in addirion to any conshuction impacts, temporary or otherwise, also i�eed to be included as part of the 401 Water Quality Certification Applicarion. 9. Wl�ere streams must be crossed, the NCDWR prefers Uridges be used in lieu of culverts. However, we realize that economic considerations often require the use of culverts. Please be advised that culverts sl�ould be countersunl< to allow uni�npeded passage by fish and other aquatic organisms. Moreover, in areas where l�igh quality wetlands or streams are impacted, a Uridge may prove preferable. When applicable, the NCDOT should not install the bridge be�nts in the creek, to the maximum extent practicable. 10. Whenever possible, the NCDWR prefers spanning structures. Spanning structures usually do not require worlc within the stream or b Libbing of the streamban]<s and do not require stt-eam cl�annel realib ment The horizontal and vertical clearauces provided by bridges sllall allow for l�uman and wildlife passage beneatll the snucture. Fish passage and navigation by canoeists and boaters shall not be blocked. Bridge supports (bents) should not be placed in the stream when possible. 11. Bridge deck drains shall not discliarge directly into the stream. Stormwater shall be directed across the bridge and pre-treated througl� site-appropriate means (�rassed swales, pre-formed scour }loles, vegetated buffers, ete.) before entering the stream. To meet the requirements of NCDOT's NPDES permit NCS000250 please refer to the most recent version of the North Carolina Departrr�ent of Traras�ortatior� Storrntivater Best Mnnngerr�errt Praetices Toolbox manual for approved measures. 12. Sediment and erosion control measures sliould not be placed ii� wetlands or sh-eams. 13. Borrow/waste areas should avoid wetlands to the maximum extent practicaL Impacts to wetlands in borrow/waste areas will need to be presented in the 401 Water Qualiry Certification and could precipitate compensatory mitigation. 14. The 401 Water Quality Certification application will need to speciflcally address the proposed methods for stormwater manageinent. More specitically, starmwater shall not be permitted to discharge directly into streams or surface waters. To meet the requuements of NCDOT's NPDES permit NCS0002�0 , please refer to the most recent version of the North Carolina Depczrtn�e«t of �Trans�a�tcrtiorz Storrnwcrter� Best Management Pr•actices Too/l�o.�� mamial for approved measures. 15. Based on the information presented in the document, the magnitude of impacts to wetlands and sh�eams inay require a Nationwide Per���it application to the Corps of Engineers and corresponding 401 Water Quality Certification. Please be advised that a 401 Water Quality Ceetification requires satisfactory protection of water quality to ens�ue that water quality standards are met aud no wetland or sheain uses are lost. Final pernut authorization will require the submittal of a formal application by the NCDOT and written concurrence fi•om the NCDWR. Please be aware that any approval will be contingent on appropriate avoidance and minimization of w�tland and stream impacts to the maximum extent practical, the development of an accel�table stormwater management plan, and the inclusion of appropriate mitigation plans wl��re appropriate. t� ���� ���, �, �..:�.-i, �-�,�.- North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street I 1617 Mail Service Center � Raleigh, North Carolina 27699-1617 919.707.9000 16. If concrete is used dliring coi�stnlction, a dry work area shall be �naintained to prevent direct contact between curinb concrete and streanl water. Water thaY inadvertently contacYs uncured concrete shall not be dischar�ed to sLirFace waters dlie to the pote��tial for elevated pH and possible aqiiatic life and fish kills. Concrete s11a11 be handled in accordance with the NPDES Constructio�� General Permit NCGO10000. 17. If temporary access roads or detours are constructed, the site shall be b�aded to its preconstruction contours and elevations. Disturbed areas sllall be seeded or ululcl�ed to stabilize the soil and appropriate native woody species shall be planted. When using temporary sri•uchires the area sl�all be cleared but not grubbed. Clearing the area with chain saws, mowers, bush-hogs, or other mechanized equipment and leaving the stumps and root mat intact� allows the area to re-vegetate naturaily and minimizes soil disturbance. 18. Unless otherwise autl�orized, placemeut of culverts and other stiuctures in waters and streams shall be placed below tl�e elevation of the streambed by one foot for all culverts with a diameter greater tl�an 48 incl�es, aud 20 percent of the culvert dian�eter for culverts having a diameter less than 48 i��ches, to allow low flow passage of water and aquatic life. Design and placement of ciilverts and other structures including tempora�y erosion control measures shall not be conducte�d in a manner that n�ay result in dis-equilibrium of wetlands or sneambeds or banlcs, adjacent to or upstream and downstream of the above sh•uctures. The applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by the NCDWR. If tliis condition is unable to be met due to bedrock or other limiting feah�res encountered during consti•uction, please contact the NCDWR for guidance on how to pt-oceed and to detennine whether or not a pennit modification will be rec�uired. 19. If multiple pipes or barrels are required, they shall be designed to m�imic natural stream cross section as closely as possiUle including pipes or barrels at flood plain elevation, floodplain benches, and/or sills may be required where appropriate. Widening tl�e stream channel sllould be avoided. Stream channel widening at the inlet or outlet end of sh�ctures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage. 20. If foundation test borings are necessary; it shall be iloted in the document. Geotechnical worlc is approved under General 401 Certificarion Number 4085/Nationwide Permit No. 6 for Survey Activities. 21. Sediment and erosion conh•ol measures sufficient to protect water resources inust be iinplemented and maintained in accordance with tl�e most recent version of North Carolina Sediment and Erosion Control Plaiuiing and Design Manual aud the most recent version of NCS000250. 22. All work in or adjacent to streain waters shall be conducted in a dry work area. Approved BMP measares fi-om the most clirrent version of the NCDOT Construction and Maintenance Activities inanual such as sandbags, rocic berms, cofferdams and other diversion struchlres shall be used to prevent excavation in flowing water. 23. While the use of National Wetland Inventory (NWi) maps, NC Coastal Region Evaluation of Wetlanc� Significance (NGCREWS) maps and soil survey maps are useful tools, their inherent inaccin-acies require tl�at qualified personnel perform onsite wetland delineations prior to permit approval. 24. Heavy equipment should be operaYed from the bank rather than in stream channels in order to ininimize sedim�ntation and reduce the lilcelihood of inh�oducing other pollutants into sh•eams. This equipinent shall be inspected daily and maintained to prevent contamination of s�u•face waters from leaking fuels, lubricants, hydraulic fluids, ar other toxic materials. t� ���� ���, �, �..:�.-i, �-�,�.- North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street I 1617 Mail Service Center � Raleigh, North Carolina 27699-1617 919.707.9000 25. Riprap sl�all not be placed in the active thalweg channel or placed in tl�e streambed in a manner that prechzdes aquatic life passage. Bioengineering boulders or sn-uctures should be properly designed, sized and installed. 26. Riparian vegetation (native trees and shnibs) shall be preserved to the maximum extent possible. Riparian vegetation must be reestablished within the consh•uction limits of the project by the end of the growiug season following completion of consnucrion. Thanl< you for requesting olir iuput at this time. The NCDOT is reminded that issuance of a 401 Water Quality Certificatiou requires that appropriate measures be instihited to ensure tl�at water quality standards are �net and desiguated uses are not degraded or lost. If you have any questions or require additional information, please contact Rob Ridings at 919-707-8786. � ���� �:�_,�.����.� North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street I 1617 Mail Service Center � Raleigh, North Carolina 27699-1617 919.707.9000