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HomeMy WebLinkAboutR-2588 I , .;,.?. SEP 12006 STATE OF NORTH CAROLINA DENR WATERQUAL{TY WETLANDS AND STORMWATER BRANCH DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPET]' GowRNOR SI;CRVI ARY August 25, 2006 MEMORANDUM TO: Mr. Brian Wrenn Division of Water Quality/Wetlands FROM: Gregory J. Thorpe, Ph.D., Manager Project Development and Environmental SUBJECT: NC 191 from NC 280 (Boyleston Highway) to SR 14 (Kensin Street), Hendersonville, Henderson County, Federal-Aid Project STPNHF-191(2), WBS 34473, TIP No. R-2588 The Project Development and Environmental Analysis Branch is starting the project development, environmental and engineering studies for the R-2588 project. The project is included in the 2006-2012 North Carolina Transportation Improvement Program and is scheduled for right of way in fiscal year post year and construction in fiscal year post year. Attached for your review and comments are the scoping information sheets for the proposed project. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project. If applicable, please identify any permits or approvals that may be required by your agency. A scoping meeting will be scheduled with NCDOT staff to discuss the proposed project in more detail. In order to include your comments in our materials for this meeting, we would appreciate your response by September 25, 2006. If you would like to attend the scoping meeting, please notify the project engineer. It is anticipated that a federally funded Environmental Assessment will be prepared for this project. This document will be prepared in accordance with the National Environmental Policy Act. If you have any questions concerning the project, please contact Cliff Hamilton, Project Planning Engineer, of this Branch at (919) 733-7844, Ext. 222. Please include the TIP Project Number in all correspondence and comments. GJT/plr Attachment MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-733-3141 FAX: 919-733-9794 WEBSITE: WWWNCDOT.ORG LOCATION: TRANSPORTATION BUILDING 1 SOUTH WILMINGTON STREET RALEIGH NC ,t 280 ; BEGIN PROJECT i? 1 Ay 1B1 t I?1911 t2b n 1514( ?i i 281 i Eru>i I / I Rat C-i-il! R IS G a\H Yr r,??'?`'?r:``,? ? ., •? i Arndnmr 25 i ?` _.. 61?s R, rr h4?;unlnn -•?_1 ?ilti ?'; lit :;.o_ HI: EN D t'R'S 0 N + !`. L R trE>L;_. ? ? ? ® END PROJEC T Hendersonville, t a f .SnncJbafQ/Homc..r. -e ' t 1.4 ut 4Educ. lu, _ Sf tit:ntrr, f. `"id lld• THY- T (1 ' NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS r% PROJECT DEVELOPMENT AND , % ENVIRONMENTAL ANALYSIS BRANCH ?? NC 191 FROM NC 280 (KENS GT?DN yy ARENDERSONVILLB, RENDERS N COUNTY TIP # R-2588 F \o?OF l F9 pG w ~ `? r O Y MEMORANDUM William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality September 25, 2006 To: Melba McGee, Environmental Coordinator, Office of Legislative and Intergovernmental Affairs From: Brian L. Wrenn, Transportation Permitting Unit, NCDWQ Subject: Request for Scoping Comments for the Proposed Improvements to NC 191 from NC 280 to SR 1411 in Henderson County, TIP Project No. R-2588, F.A. Project STPNHF-191(2), WBS No. 34473, State Clearinghouse No.07-0076. This office has reviewed the referenced document. The Division of Water Quality (DWQ) is responsible for the issuance of the Section 401 Water Quality Certification for activities that impact Waters of the U.S., including wetlands. Based on a preliminary review of the project study area, tributaries, wetlands and riparian buffers associated with the following named streams could be impacted by the proposed project: Stream/Surface Water River Basin Classification Stream Index No. Brittain Creek French Broad C 6-55-9 Mill Pond Creek French Broad WS-IV 6-51 French Broad River French Broad WS-IV•B 6-(47.5) Brand Branch French Broad WS-III 6-54-6 DWQ has the following comments: Project Specific Comments: The project study area is approximately 2 miles upstream from the Town of Hendersonville Water Supply Critical Area on the French Broad River (WS-IV;B;CA, 6-(52.2)). DWQ is very concerned with sedimentation and erosion that could impact the water quality downstream of the project. Given the potential for impacts to these resources during the project implementation, the DWQ requests that DOT strictly adhere to North Carolina regulations entitled "Design Standards in Sensitive Watersheds" (15A NCAC 04B .0124) throughout design and construction of the project. This would apply for any area that drains to streams having WS CA(Water Supply Critical Area) classifications. Any cut or spoil material from this project should be properly disposed of in approved spoil disposal sites. DOT should estimate the mass balance of material for the project and make adequate preparations for the disposal of any excess material. Proper sediment and erosion control measures should be in place to prevent water quality standard violations due to storm water runoff from these sites. One I N a Transportation Permitting Unit n l ? 1650 Mail Service Center, Ralegh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-17861 FAX 919-733.6893 / Internet: http://h2o.enr.statemc.us/ncvvetlands An Equal OpportunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper K-6J 6 ZS September 25, 2006 Page 2 General Comments: 1. The environmental document should provide a detailed and itemized presentation of the proposed impacts to wetlands and streams with corresponding mapping. If mitigation is necessary as required by 15A NCAC 21-1.0506(h), it is preferable to present a conceptual (if not finalized) mitigation plan with the environmental documentation. Appropriate mitigation plans will be required prior to issuance of a 401 Water Quality Certification. 2. Environmental assessment alternatives should consider design criteria that reduce the impacts to streams and wetlands from storm water runoff. These alternatives should include road designs that allow for treatment of the storm water runoff through best management practices as detailed in the most recent version of NC DWQ Stormwater Best Management Practices, such as grassed swales, buffer areas, preformed scour holes, retention basins, etc. After the selection of the preferred alternative and prior to an issuance of the 401 Water Quality Certification, the NCDOT is respectfully reminded that they will need to demonstrate the avoidance and minimization of impacts to wetlands (and streams) to the maximum extent practical. In accordance with the Environmental Management Commission's Rules (15A NCAC 2H.0506(h)), mitigation will be required for impacts of greater than 1 acre to wetlands. In the event that mitigation is required, the mitigation plan should be designed to replace appropriate lost functions and values. The NC Ecosystem Enhancement Program may be available for use as wetland mitigation. 4. In accordance with the Environmental Management Commission's Rules (15A NCAC 2H.0506(h)), mitigation will be required for impacts of greater than 150 linear feet to any single perennial stream. In the event that mitigation is required, the mitigation plan should be designed to replace appropriate lost functions and values. The NC Ecosystem Enhancement Program may be available for use as stream mitigation. 5. DWQ is very concerned with sediment and erosion impacts that could result from this project. NC DOT should address these concerns by describing the potential impacts that may occur to the aquatic environments and any mitigating factors that would reduce the impacts. 6. If a bridge is being replaced with a hydraulic conveyance other than another bridge, DWQ believes the use of a Nationwide Permit may be required. Please contact the US Army Corp of Engineers to determine the required permit(s). 7. If the old bridge is removed, no discharge of bridge material into surface waters is allowed unless otherwise authorized by the US ACOE. Strict adherence to the Corps of Engineers guidelines for bridge demolition will be a condition of the 401 Water Quality Certification. 8. Bridge supports (bents) should not be placed in the stream when possible. 9. Whenever possible, the DWQ prefers spanning structures. Spanning structures usually do not require work within the stream or grubbing of the streambanks and do not require stream channel realignment. The horizontal and vertical clearances provided by bridges allow for human and wildlife passage beneath the structure, do not block fish passage and do not block navigation by canoeists and boaters. September 25, 2006 Page -3- 10. 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 NC DWQ Stormwater Best Management Practices. 11. 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. 12. If temporary access roads or detours are constructed, the site shall be graded to its preconstruction contours and elevations. Disturbed areas should be seeded or mulched to stabilize the soil and appropriate native woody species should be planted. When using temporary structures the area should 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 naturally and minimizes soil disturbance. 13. Placement of culverts and other structures in waters, streams, and wetlands shall be 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 DWQ. If this condition is unable to be met due to bedrock or other limiting features encountered during construction, please contact the NC DWQ for guidance on how to proceed and to determine whether or not a permit modification will be required. 14. If multiple pipes or barrels are required, they should 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. 15. If foundation test borings are necessary; it should be noted in the document. Geotechnical work is approved under General 401 Certification Number 3494/Nationwide Permit No. 6 for Survey Activities. 16. Sediment and erosion control measures sufficient to protect water resources must be implemented and maintained in accordance with the most recent version of North Carolina Sediment and Erosion Control Planning and Design Manual and the most recent version of NCS000250. 17. All work in or adjacent to stream waters should be conducted in a dry work area unless otherwise approved by NC DWQ. 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 should be used to prevent excavation in flowing water. 18. Sediment and erosion control measures should not be placed in wetlands and streams. 1\-L ? 0 0 September 25, 2006 Page 4 19. Borrow/waste areas should avoid wetlands to the maximum extent practical. Impacts to wetlands in borrow/waste areas could precipitate compensatory mitigation. 20. While the use of National Wetland Inventory (NWI) maps, NC Coastal Region Evaluation of Wetland Significance (NC-CREWS) maps and soil survey maps are useful tools, their inherent inaccuracies require that qualified personnel perform onsite wetland delineations prior to permit approval. 21. Heavy equipment should be operated from the bank rather than in stream channels in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into streams. This equipment should be inspected daily and maintained to prevent contamination of surface waters from leaking fuels, lubricants, hydraulic fluids, or other toxic materials. 22. In most cases, the DWQ prefers the replacement of the existing structure at the same location with road closure. If road closure is not feasible, a temporary detour should be designed and located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing stream banks. If the structure will be on a new alignment, the old structure should be removed and the approach fills removed from the 100-year floodplain. Approach fills should be removed and restored to the natural ground elevation. The area should be stabilized with grass and planted with native tree species. Tall fescue should not be used in riparian areas. 23. Riprap should 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. Thank you for requesting our input at this time. The DOT is reminded that issuance of a 401 Water Quality Certification requires that appropriate measures be instituted to ensure that water quality standards are met and designated uses are not degraded or lost. If you have any questions or require additional information, please contact Brian Wrenn at 919-733-5715. cc: Steve Lund, US Army Corps of Engineers, Asheville Field Office Clarence Coleman, Federal Highway Administration Chris Militscher, Environmental Protection Agency Marla Chambers, NC Wildlife Resources Commission Marella Buncick, US Fish and Wildlife Service Mike Parker, DWQ Asheville Regional Office File Copy Al? Department of Environment and Natural Resources Office of Legislative and Intergovernmental Affairs Project Review Form Project Number: 07-0076 County: Henderson Due Date: 09/25/2006 Date Received: 08/30/2006 Project Description: Improvements to NC191 from NC 289 (Boyleston Hwy) to SR 1411 (Kensington Street), Hendersonville: TIP # R-2588 -ri,:? nr^;-f ;c l,P;no revirwPd as indicated below: Regional Office Regional Office Area In-House Review r_ Asheville _IZ Air Soil & Water Marine Fisheries Fayetteville Water T Coastal Management Water Resources Mooresville - Wildlife Environmental Health rT Groundwater Raleigh Solid Waste Mgmt Land Quality Engineer F1 Wildlife - DOT Washington rT Forest Resources Radiation Protection Wilmington Other Winston-Salem Land Resources T Parks & Recreation Water Quality T Water Quality - DOT Air Quality Manager Sign-Off/Region: Date: In-House Reviewer/Agency: Response (check all applicable) No objection to project as proposed. No Comment Insufficient information to complete review Other (specify or attach comments) Regional Office Only: Please log into the IBEAM system and update your comments in the DSS (Decision Support System) application, SEPA module. If you have any questions, please contact: Melba McGee, Environmental Coordinator at melba.mcgee@ncmail.net e . STATI au... STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION M1('11AFT F. EASL.E:Y GIn'1'-RN,'m August 25, 2006 MEMORANDUM TO: FROM: SUBJECT: NC 191 from NC 280 (Boyleston Highway) to SR 1411 (Kensington Street), Hendersonville, Henderson County, Federal-Aid Project STPNHF-191(2), WBS 34473, TIP No. R-2588 The Project Development and Environmental Analysis Branch is starting the project development, environmental and engineering studies for the R-2588 project. The project is included in the 2006-2012 North Carolina Transportation Improvement Program and is scheduled for right of way in fiscal year post year and construction in fiscal year post year. Attached for your review and comments are the scoping information sheets for the proposed project. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project. If applicable, please identify any permits or approvals that may be required by your agency. A scoping meeting will be scheduled with NCDOT staff to discuss the proposed project,in more detail. In order to include your comments in our materials for this meeting, we would appreciate your response by September 25, 2006. If you would like to attend the scoping meeting, please notify the project engineer. It is anticipated that a federally funded Environmental Assessment will be prepared for this project. This document will be prepared in accordance with the National Environmental Policy Act. If you have any questions concerning the project, please contact Cliff Hamilton, Project Planning Engineer, of this Branch at (919) 733-7844, Ext. 222. Please include the TIP Project Number in all correspondence and comments. GJT/plr Ms. Chrys Baggett, Director State Clearinghouse Department of Administration Gregory J. "Thorpe, Ph.D., Manager Project Development and Environmt LYNDO TIPPE:TT SE('RI'TAl2Y' Attachment MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-733-3141 FAX: 919-733-9794 WEBSITE: WWWNCDOT.ORG LOCATION: TRANSPORTATION BUILDING 1 SOUTH WILMINGTON STREET RALEIGH NC • . . PKWY . ,.? ° ?F:ar Cav!! P IS G A rr?? .25 ., ' t Liln,'r'; a?. y t H-, E NOD RCS 0 N •` I;',/ East lat La iris.: END PROJECT '® ... ,N. Hendersonville' ' *. ? Cca•f 5andbuiw Nprnc,i.?) ?* . .I Fla- rc r., Ifs ,.r r,- 11 ?t"?,?¦j ll?lneer ? ,ti 114. °?S}?ut t'tnrt rt-t??$a.U?G• Nr7?r?.. 40 rq >?? NORTH CAROLINA DEPARTMENT ?/ r ?? ?r / ?• y\s\ OF TRANSPORTATION 4 %00 a DIVISION OF HIGHWAYS PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS BRANCH NC 19?1 FROM)) NC 280 (B? (KENSI TONN& AEDERSOILLE, RENDERS N COUNTY 77P # R-2588 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director NC-DENR December 22, 1998 MEMORANDUM TO: William D. Gilmore Manager Planning and Environmental Branch FROM: Gloria Putnam, DWQ SEPA Coordinator RE: Comments on DOT Scoping Sheets, DWQ# 12297 NC 191 from Kinsington Road (SR 1411) to NC 280 Henderson County State Project #8.1950301, Federal Project #STPNHF-191(2), TIP No. R-2588 The Division of Water Quality (DWQ) requests that the following topics be discussed in the EA/EIS document: A. Identify the streams potentially impacted by the project. The current stream classifications and use support ratings for these streams should be included. This information is available from DWQ through the following contacts: Liz Kovasckitz - Classifications - 919-733-5083, ext. 572 Andrea Leslie - Use Support Ratings - 919-733-5083, ext. 577 B . Identify the linear feet of stream channelization/relocations. If the original stream banks were vegetated, it is requested that the channelized/relocated stream banks be revegetated. C. Identify the number and locations of all proposed stream crossings. D. Will permanent spill catch basins be utilized? DWQ requests that these catch basins be placed at all water supply stream crossings. Identify the responsible party for maintenance. E. Identify the stormwater controls (permanent and temporary) that will be used. F. Please ensure that sediment and erosion control measures are not placed in wetlands. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper G. Wetland Impacts i) Identify the federal manual used for identifying and delineating jurisdictional wetlands. ii) Have wetlands been avoided as much as possible? iii) Have wetland impacts been minimized? iv) Mitigation measures to compensate for habitat losses. V) Wetland impacts by plant communities affected. vi) Quality of wetlands impacted. vii) Total wetland impacts. viii) List the 401 General Certification numbers requested from DWQ. H . Borrow/waste areas should avoid wetlands to the maximum extent practicable. Prior to the approval of any borrow/waste site in a wetland, the contractor shall obtain a 401 Certification from DWQ. I. Please provide a conceptual wetland mitigation plan to help the environmental review. The mitigation plan may state the following: 1. Compensatory mitigation will be considered only after wetland impacts have been avoided and minimized to the maximum extent possible. 2. On-site, in-kind mitigation is the preferred method of mitigation. In-kind mitigation within the same watershed is preferred over out-of-kind mitigation. 3. Mitigation should be in the following order: restoration, creation, enhancement, and lastly preservation. J. The EA should discuss in detail project alternatives that alleviate traffic problems without road widening, such as mass transit and traffic congestion management techniques. K. The North Carolina Environmental Policy Act (SEPA) requires that the EA for this project evaluate all direct, indirect and cumulative impacts on the environment. It is the relationship between transportation projects and their impacts to changes in land uses that the EA should focus its indirect impacts section. This section of the EA should discuss the known relationship between road widening and inducements for urban development along the project right-of-way. The EA must further address the long-term environmental impacts of this road project, including the potential indirect impacts of the induced urban development on all aspects of the environment. To address this issue, the EA should answer the following questions - i) What is the estimated traffic projections for the project corridor (and what land use figures were used in this estimate)? ii) Will this project provide additional traffic handling capacity and/or improved traffic safety and control features to existing roads, such as turn lanes and traffic signs and signals? iii) Are any cross streets in the project area projected to see additional traffic flows due to the proposed project? If so, how will land uses along these secondary roads be influenced by the project? iv) How does this project comply with local governments' land use and metropolitan transportation plans? V) Will this project provide new or improved access to vacant parcels of land in the road right-of-way? vi) Will these once less-developable parcels become more likely to develop into urban uses with the provision of public road access, adequate road frontage or traffic safety and control features from the project? vii) Will this widened road serve as an inducement to additional urban development in the project right-of-way, given the provision of additional traffic handling capacities, and the existence (or likelihood of existence in the future), of other essential public infrastructure improvements (e.g. sewer, water and electricity) in the area? To what degree will this widening encourage further urbanization of this corridor? viii) If inducement for urban development is predicted as a result of the road improvements, these impacts should be defined in the EA and should be considered indirect impacts of the transportation project. ix) What measures have DOT and the local governments in the project area agreed to in order to effectively manage development potential along the road right-of-way to reduce the potential indirect land use changes and environmental impacts? X) What environmental resources could be affected by the identified urban development that will be allowed or encouraged by the road improvements? What degree of impact to these resources will be anticipated? What impacts may be significant in nature? Specific to the regulatory authority of DWQ, the EA should discuss the types and severity of point and non-point source water quality impacts anticipated from this additional development. xi) What regulations are currently in place at the local government level that would address these significant potential indirect environmental impacts? xii) The EA should discuss these impacts (and others that are applicable to the individual project), and quantify them when possible. In addition to reporting on the types and significance of each direct and indirect impact of the project, the EA should define how DOT (with their authorities and resources) and affected local governments (with land use control in the project area) are planning to avoid, reduce or mitigate these impacts to a level of insignificance. The SEPA rules and statutes require that prior to issuance of a FONSI, any identified significant environmental impacts in an EA be avoided, minimized or mitigated to a level less.than significant. Therefore, the EA should document how the indirect effects of urban growth are not going to significantly impact water quality and all other environmental concerns resulting from this proposed project, or a FONSI should not be issued. L. The following discussion is meant to help explain the direct and indirect impacts issue in terms of water quality. All of these issues, as applicable to the specifics of the project, should be discussed in a DOT EA: In evaluating the direct water quality effects of a transportation improvement project, typical concerns involve wetland, aquatic habitat and stream impacts from construction, the current quality of the waters and ecosystem of the streams and rivers to be affected by construction activities, the potential effect of spills and run- off from the road on water quality, how that might effect overall stream health and the other users of that water, etc. An indirect impact of a transportation project may include increases in development in the vicinity of the road widening, if the project will be providing new or improved access to future growth areas that are currently undeveloped. One typical impact of increased development might include increasing amounts of urban stormwater in the project service area. Land- disturbing activities associated with road construction and land development may also result in increased stream sedimentation. And over the longer term, development features such as increased impervious surface areas and stormwater drainage systems will only exacerbate water quality problems. Predictable impacts could include more rapid and erosive stream flow in the creek, loss of aquatic habitat and more efficient delivery of pollutants (such as fertilizers, pesticides, sediment and automobile byproducts) to the stream. These impacts could be of special concern if the project is proposed in an area with state and federally endangered species or if the waters are high quality or nutrient sensitive. M. DWQ is also concerned about secondary wetland impacts. For DWQ to concur with an alternative in the mountains or the piedmont, DOT will need to commit to full control of access to the wetland parcels or DOT to purchase these parcels for wetland mitigation. N . Please note that a 401 Water Quality Certification cannot be issued until the conditions .of NCAC 15A: 01 C.0402 (Limitations on Actions During NCEPA Process) are met. This regulation prevents DWQ from issuing the 401 Certification until a FONSI or Record of Decision (ROD) (for and EIS) has been issued by the Department requiring the document. It is recommended that if the 401 Certification application is submitted for review prior to the sign off, the applicant states that the 401 should not be issued until the applicant informs DWQ that the FONSI or ROD has been signed off by the Department. Written concurrence of 401 Water Quality Certification may be required for this project. Applications requesting coverage under our General Certification 14 or General Permit 31 (with wetland impact) will require written concurrence. Please be aware that 401 Certification may be denied if wetland or water impacts have not been avoided and minimized to the maximum extent practicable. Please have the applicant call Cyndi Bell at 919-733-1786 if they have any questions on these comments. mek:\12297; NCDOT Scoping cc: Cyndi Bell - DWQ- ESB, Ecological Assessment Group