Loading...
HomeMy WebLinkAbout20021422 Ver 1_Complete File_20020901D WATF9 QG Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources DWQ Project No.: Oc4lll0?bl County: Applicant: NCDOT Project Name: ,q- 611? Date of Issuance of 401 Water Quality Certification: - e2 n 7 t _ 5'-- Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, Joel B. Setzer, P.E., hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intejg. of the 401 . Water. Quality Certification and Buffer Rules, the approved plans and specifications, t u m materials. smatnre Date: 1 C) - ?i- C) A 1, ; hereby state that, to the best of my.abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: If this project was designed by a Certified Professional as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date: Alan W. Klimek, P.E. Director Division of Water Quality North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ F WAIF O R Michael F. Easley, Governor G R s J S Willi QG . o s r., am ecretary North Carolina Department of Environment and Natural Resources r Alan W. Klimek, P.E. Director . ,? Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality May 21, 2004 Jackson County DWQ Project Nos. 010659 and 021422 NC Highway 281 TIP Project Nos. R-619C and R-619D MODIFICATION to APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. R. G. Watson, P.E. Division Engineer N C Department of Transportation Division 14 253 Webster Road Sylva, North Carolina 28779 Dear Mr. Watson: You have our approval, in accordance with the attached conditions and those listed below, to incur the following impacts in order to improve NC Highway 281 in Jackson County. 195 linear feet of additional stream impacts (195 feet of new pipe) consisting of 40 linear feet to two (2) unnamed tributaries to Tanasee Lake, 60 linear feet to three (3) unnamed tributaries to the Tuckasegee River and 95 linear feet to five (5) unnamed tributaries to Bracken Creek; Stream impacts of 12 linear feet of pipe to an unnamed tributary to Tanasee Lake and 30 linear feet of unnamed tributaries to the Tuckasegee River, previously authorized, in Water Quality Certification No. 010659, dated June 19, 2003; Stream impacts of 147 linear feet of pipe to nine (9) unnamed tributaries to Bracken Creek, previously authorized, in Water Quality Certification No. 021422, dated October 8, 2002. The project must be constructed in accordance with the original applications dated June 2, 2003 and June 18, 2003 for DWQ Project 010659 and August 28, 2002 for DWQ Project 021422, and the new application dated May 11, 2004, (received May 12,. 2004), including the environmental commitments made in the application letter. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3404, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition, you must 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 unless otherwise specified in the Water Quality Certification. All the authorized activities and conditions of certification associated with the original Water Quality Certification dated June 2, 2003 and all other corresponding modifications still apply except where superceded by this certification. 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 in writing 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 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. N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 (919) 733-1786 Customer Service 4 OAA Lnn r A0 1. 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. Any reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Quality has released the project. 4. Bracken Creek and its tributaries are classified WS-III Outstanding Resource Waters and the Tuckasegee River and its tributaries are classified as WS-III-B trout Outstanding Resource Waters. 5. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT August 2003) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds [15A NCAC 4B.0124(a)-(e]. 6. NCDOT shall comply with any conditions or moratoriums requested by the NC Wildlife Resources Commission. 7. NCDOT shall provide aquatic life passage by burying the pipes at the recommended depths except at the following locations where the pipe outlets are on steep slopes and/or bedrock my be encountered: Section C at Stations 359+31; 356+22; 392+03 and Section D at Stations 461+50; 466+50; 468+75 and 479+50. 8. NCDOT must submit a plan for written DWQ approval to address any headcutting that may occur as a result of this project. No streams shall be altered or relocated without written authorization from the DWQ. No construction activities resulting in the relocation of any stream shall occur on this project until the appropriate plans are submitted to, and approved by, the NCDWQ. 9. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout spawning season of October 1 through April IS, or other conditions as determined by the N.C. Wildlife Resources Commission, to protect the egg and fry stages of trout from sedimentation during construction. 10. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 11. Stormwater should be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site for the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for stormwater diffuse flow. 12 Culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater than 20% of their size to allow for aquatic life passage. Culverts that are 48-inch diameter or larger should be buried at least 12 inches below the stream bottom to allow natural stream bottom material to become established in the culvert following installation and to provide aquatic life passage during periods of low flow. This may require increasing the size of the culvert to meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced, and re-installed correctly, unless demonstrated that this is topographically unfeasible. 13. Removal of vegetation at the stream crossing and adjacent to streams should be minimized. Native trees and shrubs (e.g. Rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and red maple) should be planted along the streambank to reestablish the riparian zone and to provide long-term erosion control in the vicinity of the road crossing and along the streams within dedicated rights of way. 14. Riprap placed for bank stabilization should be limited to the streambank below the high water mark, and vegetation should be used for stabilization above the high water elevation. 15. Heavy equipment must be operated from the banks rather thari?in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. 16. 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. 17. Excavation of the stream crossings and relocations should be conducted in the dry, if possible. Sandbags, cofferdams, flexible pipe or other diversion structures should be used to minimize excavation in flowing water. 18. If concrete is used during culvert installation (e.g., headwalls), a dry work area should 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. 19. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate vicinity of the culverts. Instream dredging has catastrophic effects on aquatic life and disturbance of the natural form of the stream channel will likely cause downstream erosion problems, possible affecting other landowners. 20. Rock check dams at culvert outlets should be removed at project completion to avoid blocking movement of aquatic life. 21. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for permitted areas associated with culvert conditions. 22. All work shall be performed during low flow conditions (below bankfull). 23. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. NCDOT is strongly advised to send in photographs upstream and downstream of each structure to document correct installation. 24. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is strictly prohibited. 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, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500. S' ely, ?G Alan W. Klimek, P.E. Attachment cc: Wilmington District, U S Army Corps of Engineers Mark Davis, Division 14, DEO Ed Ingle, Roadside Environmental Steve Lund, USACE Asheville Field Office Wetlands/401 Unit Mike Parker, NCDWQ Asheville Regional Office QG It 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 July 25, 2003 Jackson County DWQ Project No. 021422 NC 281 from SR 1140 to Transylvania Co. Line TIP Project No. R-619D Modification to APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. G.S. Schuler, Design Construction Engineer Division Design Construct Office NCDOT Division 14 253 Webster Road Sylva, NC 28779 Dear Mr. Schuler: You have our approval, in accordance with the attached conditions and those listed below, to incur 147 linear feet of impacts to nine unnamed tributaries of Braken Creek in order to improve NC 281 from SR 1140 to the Transylvania County line in Jackson County. The project should be constructed in accordance with your application dated August 28, 2002 (received September 1, 2002). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3375 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. 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 unless otherwise specified in the Water Quality Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us in writing, and you may be required to send us 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 stream impacts 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. 1. Braken Creek and its tributaries are classified as WS-III Outstanding Resource Waters. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT March 1997) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds [15A NCAC 413 .0124 (a)- (d). These measures must be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic resources. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within S days of ground-disturbing activities to provide long term erosion control 2. NCDOT shall comply with the requirements for WS-III [15A NCAC 213 .0215(3)(b)] and Outstanding Resource Waters [15A NCAC 213 .0225(c)] with regard to riparian buffer requirements and stormwater controls. 3. Stormwater shall be diverted through grass-lined ditches, vegetated buffers or directed to a stormwater collection device prior to entering streams. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm water sheet flow. North Carolina Division.of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nc.us/ncwetlands/ 4. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 5. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank stabilization and to minimize the use of rip rap. Rip rap shall not be placed in the stream bottom.. 6. The dimension, pattern, and profile of the stream and floodplain above and below each structure shall not be modified by widening the stream channel or reducing the depth of the stream. 7. NCDOT shall provide for aquatic life passage by burying the pipes at the recommended depths except at the following locations where the pipe outlets are on steep slopes and bedrock was encountered: • Sta. 466+50 • Sta. 468+75 • Sta. 479+50 8. NCDOT must submit a plan for written DWQ approval to address any headcutting that will occur as a result of this project. 9. Previously disturbed floodplains and stream channels should be restored to their natural geomorphic conditions whenever practicable. 10. All work shall be performed during low flow conditions. 11. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. 12. 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. 13. Upon completion of. the project, the NCDOT or its authorized agent shall complete and return the enclosed Certificate of Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. This will satisfy the requirements of Condition 16 in WQC #3375. 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, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 telephone Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208. Attachment Pc: Wilmington District Corps of Engineers John Hendrix, USACE Asheville Field Office NCDWQ Asheville Regional Office Central Files File Copy Sincerely, - O?O? W AT ?RQG P. October 8, 2002 Jackson County DWQ Project No. 021422 NC 281 from SR 1140 to Transylvania Co. Line TIP Project No. R-619D APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. G.S. Schuler, Design Construction Engineer Division Design Construct Office NCDOT Division 14 253 Webster Road Sylva, NC 28779 Dear Mr. Schuler: You have our approval, in accordance with the attached conditions and those listed below, to incur 147 linear feet of impacts to nine unnamed tributaries of Braken Creek in order to improve NC 281 from SR 1140 to the Transylvania County line in Jackson County. The project should be constructed in accordance with your application dated August 28, 2002 (received September 1, 2002). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3375 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. 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 unless otherwise specified in the Water Quality Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us in writing, and you may be required to send us 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 stream impacts 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. 1. Braken Creek and its tributaries are classified as WS-III Outstanding Resource Waters. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT March 1997) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds [15A NCAC 4B .0124 (a)- (d). These measures must be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic resources. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within 5 days of ground-disturbing activities to provide long term erosion control. 2. NCDOT shall comply with the requirements for WS-III [15A NCAC 2B .0215(3)(b)] and Outstanding Resource Waters [15A NCAC 2B .0225(c)] with regard to riparian buffer requirements and stormwater controls. 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 North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ 3. Stormwater shall be diverted through grass-lined ditches, vegetated buffers or directed to a stormwater collection device prior to entering streams. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm water sheet flow. 4. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 5. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank stabilization and to minimize the use of rip rap. Rip rap shall not be placed in the stream bottom. 6. The dimension, pattern, and profile of the stream and floodplain above and below each structure shall not be modified by widening the stream channel or reducing the depth of the stream. 7. NCDOT shall provide for aquatic life passage by burying the pipes at the recommended depths except at Sta. 468+75 and Sta. 479+50 where the pipe outlets are on steep slopes and bedrock was encountered. 8. NCDOT must submit a plan for written DWQ approval to address any headcutting that will occur as a result of this project. 9. Previously disturbed floodplains and stream channels should be restored to their natural geomorphic conditions whenever practicable. 10. All work shall be performed during low flow conditions. 11. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. 12. 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. 13. Upon completion of the project, the NCDOT or its authorized agent shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. This will satisfy the requirements of Condition 16 in WQC #3375. 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, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 CleanWater Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 91 .733.5715 or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208. Sincerely, Alan W. Klimek, P.E. Attachment Pc: Wilmington District Corps of Engineers John Hendrix, USACE Asheville Field Office NCDWQ Asheville Regional Office Central Files ?File'Copy MEMORANDUM TO: John Dorney Regional Contact: Non-Discharge Branch WO Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name NCDOT NC 281 R-619D Project Number 02 1422 Recvd From DOT FILE COPY Received Date 9/1/02 Recvd By Region Project Type County JACKSON County2" Region Asheville Certificates Stream Permit 'Wetland Wetland Wetland Stream Class Acres Type Type Impact Score Index Prim. supp. Basin Req. nr Stream Impacts (ft.) Feet Req. 14 F O YO N F__ 779-5 WSIII ORW 40,402. F__ F- 147.00 Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? O Y 0 N Did you request more info? O Y OQ N Have Project Changes/Conditions Been Discussed With Applicant? O Y O N Is Mitigation required? O Y (0 N Provided by Region: Latitude (ddmmss) 351151 Recommendation: O Issue * Issue/COnd O Deny Longitude (ddmmss) 825855 Comments: DOT proposes to upgrade and pave Section D on North Carolina Highway 281 in Jackson County. There are nine stream crossings to be upgraded all unnamed tributaries to Bracken Greek, class WSIII-011W. Most of the crossings are on ground that the pipes can be buried: however, at stations 458+75 and 479+50 the outlest are on very steep slopes and down to bed rock. Recommend issuance of WO Cerification No. 3375 noting the requirements for sediment and erosion control for HO waters and stormwater should be routed to basins or other areas and not directly to the streams. cc: Regional Office Central Office Page Number 1 s Triage Check List FIL E COP ?f Date: a? P oject Name: K)C'OCT T"-- fJc--Z8t Oq O DWQ#: 2-1147;L ` y r L, County. cl ?: . TO: ARO Mike Parke' El WaRO. Deborah Sawyer ? FRO ritte ? WiRO Joanne Steenhuis ? MRO Mike Parker ? WSRO Jennifer Frye ? RRO Steve Mitchell " -733 From: C Telephone : (919) 333 - I W The file attached is being forwarded to your for your evaluation. Please call if you need assistance. ? Stream length impacted ? Stream determination ? Wetland determination and distance to blue-line surface waters on USFW topo maps ? Minimization/avoidance issues. ? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ? Are the stream and or wetland mitigation sites available and viable? ? Check drawings for accuracy ? Is the application consistent with pre-application meetings? ? Cumulative impact concern Comments: 77> O' -Q ? T? Ct?.f?aS ??,s'?'wa i-? c.?cfic?w•owc.dc?? ,,? ? "54? 4 R M. STATE 02 422 IVY TPrr N? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHEAL F. EASLEY LYNDO TIPPETT GOVERNOR SECRETARY 253 Webster Road Sylva, NC 28779 August 27, 2002 Jackson County SEP U R-619D f NC 281 State Project No. 6.961024, ( DWQ Minor Permit Fee, $475.00) O?tfTYECP m Mr. John Hendrix U.S. Army Corps of Engineers 151 Patton Ave., Room 208 Asheville, NC 28801-2714 Dear Mr. Hendrix: The North Carolina Department of Transportation (NCDOT) is proposing to upgrade a section of NC 281 from. SR 1 140 to the Transylvania County line (1.40 mi.), in Jackson County. This primary route is one of the few remaining unpaved primary routes in- the state. and is a county thoroughfare. The paving of this route will result in a safer and more cost efficient facility, due to the constant maintenance required to keep the road in a satisfactory condition. There are various urtilamed tributaries to Bracken Creek that intersect the existing road. The existing roadbed will be utilized at most locations. The best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion controls are being effectively controlled. The silt fences and other erosion control devices will be in place prior to pipe construction and will remain in place until the project is stabilized. Division Design Construct Office Division fourteen, 253 Webster Road. Svlva. NC 28779 Telephone. (828) 586-2141 fax (828) 5864043 %vw%v. doh. dot. statc. nc. us ,?ti Impacts to Waters of the United States In order to construct this project in accordance with our current road standards, we are submitting this permit application for the replacement/extension of nine (9) pipes in several unnamed tributaries to Bracken Creek (DEM WS III, ORW) totaling 147 linear feet of impact. In addition, a typical section of the road, standards on erosion control measures, and a marked County Map are enclosed. Natural substrate will be left on the bottom of the channel to minimize impact to Wildlife habitat and allow the existing stream gradients to remain as unchanged as physically possible. Stream Impact Site Number (indicate on ma) Type of Impact* Len-th of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please secify) I Drainage pipe 25 UT to Braken Creek 2' Perennial 2 Drainage pipe 10 UT to Braken Creek .5' Perennial 3 Drainage pipe 25 UT to Braken Creek 2.5' Perennial 4 Drainage pipe 25 UT to Braken Creek .5' Perennial 5 Drainage pipe 0 UT to Braken Creek 3.5' Perennial 6a Drainage pipe 15 UT to Braken Creek .5' Perennial 6b Bank 22 UT to Braken Creek .5' Perennial 7 Drainage pipe 15 UT to Braken Creek .5' Perennial 8 Drainage pipe 0 UT to Braken Creek 3' Perennial 9 Drainage pipe 10 UT to Braken Creek 5' Perennial Permits Requested NCDOT is requesting authorization tinder NWP 14 and Section 404 of the Clean Water Act to conduct the described work for completion of this project. By copy of this letter I am asking Mr. Owen Anderson, Mountain Regional Coordinator, of the NCWRC to comment directly to yogi concerning the 404 Nationwide permit request. Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clear Water Act from DENR, Division of Water Quality. In addition, I am asking Mr. Anderson and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard Phillips (DENR), to commend directly to me concerning this permit request. We would like to begin construction as soon as right of way has been acquired. If further information is required, please contact me at (828) 586-2111. Your early review and consideration will be (??L G.S. Shuler Design Construction Engineer gss atta. cc: Mr. Richard Phillips, P. E., Land Quality Section. DENR Mr. R.G. Watson. P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, Water Quality Certification Unit, DENR, (7 copies) Mr. Owen Anderson, Mountain Regional Coordinator, NCWRC Mr. Rick Styles, P.E., Resident Engineer Mr. Mark Davis. Division Environmental Officer Office Use Only: Form Version October 2001 USACI Action ID No. DWQ No. 0 214 2 2 If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Section 10 Permit ® 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NW 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? if. Applicant Information 1. Owner/Applicant Information Name: North Carolina Department of Transportation, Attn: Grey, Smiler Mailing Address: 253 Webster Road Sylva, NC 28779 Telephone Number: (828) 586-2141 Fax Number: (828) 586-4043 E-mail Address: 1;shuler a,dot.state.nc.us 2. Agent Information (A signed and dated copy of the Agent' Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: N/A Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: Page 1 of 8 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: NC 281 2. T.I.P. Project Number or State Project Number (NCDOT Only): TIP # R-6190 I Property Identification Number (Tax PIN): 4. Location County: Jackson Nearest Town: Cullowhee Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Take NC 107 South from Cullowhee to the intersection with NC 281 South. Turn left on NC 281 South. Go approximately 14.7 Miles to the intersection of SR 1140, which will be on the right. This is the beginning of the project. The project continues to the Transylvania County line. 5. Site coordinates. if available (UTM or Lat/Long): N 66,064.467 E 101,790.841 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: Residential, woodland 7. Property size (acres): N/A 8. Nearest body of water (stream/river/sound/ocean/lake): Braken Creek. Tuckasegee River 9. River Basin: Little Tennessee (Note - this must.be one of North Carolina's seventeen designated major river basins. The - River Basin map is available at ihttp://h2o.enr.state.ne.ius/admin/maps/.) Page 2 of 8 10. Describe the purpose of the proposed work: This project was initiated for the safety of the traveling public. This is one of the last unpaved primary routes in North Carolina. The community will be better served with a paved road with improved horizontal and vertical alignment. 11. List the type of equipment to be used to construct the project: Bulldozers, excavators, Rollers, dumptrucks, pavers, backhoes, motor graders, service trucks. 12. Describe the land use in the vicinity of this project: Light Residential, Light recreational. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. Permits were applied for and approved for R-619C. USACE Action No. 200030729. 8/24/01 DWQ Project # 010659, 8/13/01 V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: Yes, R-619E. NC 281 in Transylvania County. When funding is available VI. Proposed Impacts to Waters of the United States/Waters of the- State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Wetland Impacts Page 3 or3 Wetland Impact Site Number (indicate on ma) Type of Impact* Area of impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** N/A N/A N/A N/A N/A N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage. etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year tloodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at httpJi+vw+v.lcma.s ov. ** List a wetland type that best describes wetland to be impacted (c.o., freshwater/saltwater marsh, lorested wetland, beaver pond, Carolina Bay, bog. etc.) List the total acreage (estimated) of existing wetlands on the property: N/A Total area of wetland impact proposed: N/A 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number (indicate on ma) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or intermittent? (please secif ) I Drainage pipe 25 UT to Braken Creek 2' Perennial 2 Drainage pipe 10 UT to Braken Creek .5' Perennial 3 Drainage pipe 25 UT to Braken Creek 2.5' Perennial d Drainage pipe 25 UT to Braken Creek .5' Perennial 5 Drainage pipe 0 UT to Braken Creek 3.5' Perennial 6a Drainage pipe 15 UT to Braken Creek .5' Perennial 6b Bank Stabilization 22 UT to Braken Creek .5' Perennial 7 Drainage pipe 15 UT to Braken Creek .5' Perennial 8 Drainage pipe 0 UT to Braken Creek 3' Perennial 9 Drainage pipe 10 UT to Braken Creek 5' Perennial List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding). relocation (include linear feet before and after. and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at w+vw.us. s.r;?ov. Several internet sites also allow direct download and printing of USGS maps (e.g.. w-%vw.topozone.com, \vww.mapqucst.com. etc.). Cumulative impacts (linear distance in feet) to all streams on site: 147 Page 4 of 8 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any. other Water of the U.S. Open Water Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) N/A N/A N/A N/A N/A L. A Chen nnpaCL separmciv ana wcnnry temporary impacts. unpacts include, but are not limited to: till, excavation, dredging, flooding. drainage, bulkheads, etc. 4. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g.. livestock watering. irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The project was designed to minimize impact to the waters of Braken Creek as much as possible and still meet project objectives. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC' Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when Page 5 of 8 necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland` and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Tecluiical Guide for Stream Work in North Carolina, available at http://li2o.enr.state.ne.us/newetlands/strm!4ide.litml. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2: Miti-ation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at lute:/;h2o.enr.state.nc.us/tivrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): N/A Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A Page 6 of8 41 IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public fiords or the use of public (federal/state/local) land? Yes ® No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to detennine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map. whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Neuse). 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements). or other (please identify )? Yes ? No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation I 3 2 1.5 Total tone I extends out su teet perpendicular trom near bank of channel; Gone 2 extends an additional 20 feet from the edge of lone I. Page 7 of 8 If buffer mitigation is required, please discuss what type of mitigation is proposed Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or. 0260. N/A XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. The existing compacted gravel roadway acts as an impervious surface Paving of the roadway should eliminate sedimentation from fines associated with travel surface treatment The roadway surface will be approximately 40% of the right-of-way area Stormwater will be diverted through settling basins or grass lined buffers prior to enterin! streams. (See erosion control plan): XII. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. XII1. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant nay choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g.; draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 . UOG oii 3U.UU; W UCSG.- Mal"U.UU-lvv FOZ- 00 3U.UU VV Utfz: ats'U.UU'- VU UtSZ" b/' 3U..UU-' ? o: III.. IIIL,IIIiItIIItl?itilllllt?tittl?llllli?i: II: ii:!tiltl?ltlll'??liittll? o rt`71i / Y_ iC#s ?t ,? _ ?` 1,<s 11 ?y v ?y ,. *-ti ~?:. it r"?\ /?t?i . ?.,} / t' / 1? / : /"? -f ?J'. Y/?...N'? Ir j •I ! ', ?! 2??: j,?--' ? r ?' '? ? '• ? ?? tt i f 3\1c\Jti Ir r,?_ ? € J?? I d2R..,92 tt /} ?\?. '^: ?• 1 j( iii ? '? ?? ? `??. ?; ? ? i ? ??/ ? ? Lif ``.` ^,qi ti h _ '? : 1ldd v *•" ;'? r `_ 1 L ?I <t ?..'??yY .?1// r/!` ! \ 1,, ?; ` ! Z Z -a t'113s ` oo lit :lN" Cl) \? ` - f=, -ZZI d$? ? .-v?? it ?- - ? . Y.`? ..?--\...??'J%^??1?; \ ? ?} ' i /v , ? •? \ t ?, ? 1 /\(?i-? S ' ?.'?-•-1 '?. ??.+-./:`? ??'r j - j? l r?+ ? t??.?--? .,?,t ? t I' ? ,? : s 1i `` .-r?i? s ? \. V 1 {' 8 e\, Sl? ??, I, 'ice • f- L' ??^ j ( (??', rr% ?' ?.?Z ;c q CD o`er o o ? ce) Co -400 jl?j U, Lj' JddO J A-1 t'?'Jr 5* w ! I I I i I I I I I I! I I I I I I bb29 54 O.b0" W I I 1082° 59' d.od"IW I I I b82° 58' 30 X00" W I I I '621 opyngnt (U) 1997, Maw , nc. Z 1082° 57' 30:00'i W ' V. -PROJECT " 6°961024 TIP # R 6/9 -D JACKSON CO. NC 281 SITE #l STATION 420 --?50 SITE 1.5:1 - - - - - - - - - Remove 55' of 24" CUP Replace with 60' of 24" CUP *.I ?'ROJECT # 6.961024 TIP # R 619-D JACKSON CO, NC 281 SITE *2 rf II II " ?' " 1 t111?' - I I Yom' _ - ' ?. Prop 45' is ?Rpj SRN X30+93,2 30% 46" x 36" Arch CMP 451+75 STATION 431 -?75 SITE *2 TIE TO EX. SLOPE 3315.02' - - - - - - - - = Remove 35' of 24" CMP / 433+50 Remove 35' of - EX.24" CUP GRADE TO GRAIN = Replace with 45' of 46"x 36" Arch CUP •_?I .PROJECT # 6°961024 TIP # R 619-D JACKSON CO. NC 281 SITE #3 36+43.32 ' I T Qnrv STATION 4J'6 '87 SITE '3 3312.43' - - - - - - - - = Remove 30' of 36" CUP Replace w1 th 55' of 46"x 36" Arch CUP r. I i i /) /if] /"'AIf 0 3?, RT STATION 441 -?95 SITE ^a PROJECT r 6°961024 TIP # R 619-D JACKSON CO. NC 281 , j SITE #4 1.5:1 1.5:1 - - - - - - - - = Remove 40' of Ex 18" CUP Replace with 65' of 24" CMP yl_ Remove 50' of EX.48" CMP O a O +5000 -L' x}46 I T n? x}46+5pOp 4?5??3 9g T ,la' \ GRP\' pRNE \ Prop 50' ' . 77" x 52" Arch CMP STATION 446 -?,50 SITE `5 ,PROJECT 4? 60961024 -441+00.00 T /P # R 619 -D op 3° X47+pp. JACKSON CO. 4a U NC 281 SITE #5 - - - - - - - - = Remove 50' of 48" CMP Replace with 50' of 77" x 52" Arch CUP f-, r PROJECT # 6.961024 TIP # R 6/9 -D JACKSON CO. NC 281 SITE #6a SITE #6b 461 k00.00 E C? STATION 461 -?50 SITE 'cc 00, 0 302 i Due to terrain the 51 proposed pipe will be perched SITE #6b SITE Remove 50' of Ex 36" CUP 6a = Replace with 65' of 36 'CUP 6b _- = Add 22' of Rip Rap onto slope V. STATION 46B -?75 SITE #8 " Due to terrain the proposed pipe will be perched i 3495.94' Remove 50' Ex 42" CUP Add 50' 40" x 31" CUP j"ROJECT ? 6.961024 1Z 1%-6I r ROJECT # 6.961024 TIP # R 619-D JACKSON CO. NC 281 SITE #9 -70- STATION 479 -?50 SITE -2 -7 ?GRADE TO 1 ?_ DRAIN - - - - - - - - - Remove 45' of 60" CMP Replace with 55' of 53" x 41" Arch CUP A 25 _ ,-7 r.33 5-- /g- --2 V-n V ?v D i9'2v?` 4-S ocu ???? (2 67- 12- - . .1 7 1,4,-l ?, oe,- WETLANDS 1401 GROUP MAY 1 9 2004 WATER QUALITY SECTION STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPETT GOVERNOR SECRETARY May 11, 2004 Mr. Steve Lund, NCDOT Regulatory Project Manager US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Subject: 404 and 401 Permit Modification Request NC 281C&D USACOE Action ID Nos. 200330858 (C) and 200231331 (D) DWQ Project Nos. 010659 (C) and 021422 (D) Jackson County, North Carolina State Project No. 34351.3.8 (C) and 34351.3.13 (D) (DWQ Major Permit Fee $475 .00) Dear Mr. Lund: WETLANDS / 401 GROUP MAY 1 9 2004 WATER QUALITY SECTION The North Carolina Department of Transportation (NCDOT) is currently constructing the subject project. We were issued Nationwide Permits for both projects which consisted of 5 culvert replacements/extensions on the C section totaling 42 linear feet and 9 culvert replacements/extensions on the D section totaling 147 linear feet, respectively. However, due to the steepness of the surrounding terrain, sandy soil conditions, and availability of waste rock, NCDOT constructed the fill slopes out of stacked rock, which resulted in steeper, but more stable fill slopes. As a result, the cross pipes at Sites 2, 3, 4, 5, and 6 (Section C) will need to be extended an additional 15 to 25 feet in order to clear the fill slope. This will increase the total stream impacts along Section C by 100 linear feet. Along Section D, the cross pipes at Sites 1, 2, 5, 6a, and 7 will need to be extended an additional 15 to 20 feet. This will increase the total stream impacts by 95 linear feet. Additional stream impacts for both the C and D section of NC 281 will be 195 linear feet (see attached stream impact table). Culvert outlets will be perched at sites C - 2, 3, 4 and D - 6a, 7. I have enclosed copies of the 404/401 permits, the appropriate revised sections to the PCN application ( 2. Stream Impact Table), a typical cross section of the rock fill slopes, and -? revised cross sectional drawings of the permit sites. NCDOT is hereby requesting authorization'--: Section 404 of the Clean Water Act to proceed with this project. By copy of this letter, I r am asking Mr. Dave McHenry of the North Carolina Wildlife Resources Commission to comment directly to the Corps concerning the 404 Nationwide Permit Modification Request. SIC 281 R-619 CD Page 2 May 11, 2004 Permit Modification Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from the Division of Water Quality. In addition, I am asking Mr. McHenry and Mr. Ed Ingle, Area Roadside Environmental Operations Engineer, to comment directly to me concerning this permit request. Your earliest consideration for this request would be greatly appreciated. If you have any questions or need additional information, please contact me at (828) 586-2141. Sincerely, Mark S. Davis Division Environmental Officer Enclosures cc: Mr. R. G. Watson, P.E., Division Engineer, NCDOT Mr. Keith Brazell, Resident Engineer, NCDOT Mr. Ed Ingle, Roadside Environmental Field Operations Engineer, NCDOT Mr. Dave McHenry, Mountain Region Coordinator, NCWRC Mr. John Dorney, DWQ, DENR (seven copies) Mr. Mike Parker, DWQ, DENR 4. Permit Modification R-619 CD - NC 281- Jackson County (Additional Stream Impacts) 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please specify) Section C-Site 2 I Culvert 25 UT - Tanasee Lake I 1 P Sta 359+31 Extension Section C-Site 3 Culvert 15 UT - Tanasee Lake 1 P Sta 365+22 Extension Section C-Site 4 Culvert 25 _Tuckasegee River 1 P Sta 392+03 Extension Section C- Site 5 Culvert IS UT - Tuckasegee River I 2 P Sta 398+70 Extension Section C - Site 6 Culvert 20 UT - Tuckasegee River I I P Sta 405+88 Extension Section D - Site 1 Culvert I 20 UT - Bracken Creek i 1 P Sta 420-=50 Extension Section D - Site 2 Culvert I 20 UT - Bracken Creek I 1 P Sta 431-75 Extension Section D - Site 5 Culvert ( I 15 UT - Bracken Creek 1 P Sta 446-50 Extension Section D - Site 6 I Culvert 20 UT - Bracken Creek 1 P Sta 461-00 Extension Section D - Site 7 Culvert 20 UT - Bracken Creek I 1 P Sta 466-50 Extension not i......?.t . rl. •arrc art accnriafP(j nn-ran- * List each impact separately and identity temporary impacts. impacts mciuue, out are not -_ -- - - -- - - • dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/2ain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name. list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.manquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 195' additional impacts Page 5 of 10 4. C O O O cl- 00 N v z C O U Q? O L v 0 U ,I I i / O _O O Q? -GC °L ? G O ? U Q- U ? G O? L L?CL- D ? Q1 c) o oQ? ? Qo ?Q) o 0 Z SITE -`2 359f31 PROP. 4s'. 24' CSP 8x4x2 8x4x2 8X4x2 8x4x2 ,- - 8x-4x2- -8x4,2 -8x4x2 - - - ? ? 84x2 8x4x2 EX!5^. 45'. i? SITE ?3 e - - - 365-x-22 - 4 8x4x2 8x4x2 8x4x2 8x4x2 8x4x2 8x4x2 8x4x2 . 8x4x2 ----------- 8x x -=--=< 8x4x2 EIS;. J3 Sxx2 - - -8-; 2- - 4x2 c PPOP.45'. 1?' CSP 47 G SIT E #4 39203 8x4x2 8x4x2 8x4x2 8x4x2 EXIST-35F ?-? 8x4x2 o ?- Pgn,n [;; 30,7-' 51?- ---- SITE #5 398f70 8x4x2 &4x2-- - EXIST, - - - - - - - - 24' CSP INSi ALL 50' `- ---------------I___ '- -? n 1 1-I III , ; - - >// ?- 'p 405 f88 sxrsr.4? ?? 8x4x2 24' CSP C - - - - _ 8x4x_2 _ PROP. 4_' 24'O.P - - - - - - - - - - ' - - - - - -- - - - - - - - - - - - - - PROJECT TM 6.961024 TIP " R 619-D JACKSON CO. NC 281 SITE #1 STATION '120 -f 50 NrC-? ? SITE ml A17v•?iv??AG 20 or 24?u?? 1.5:1 - - - - - - - - = Remove 35' of 24" CMP Replace with 60' of 24" CMP PROJECT 4 6.961024 433+5 TIP # R 619-D -L JACKSON CO. NC 281 SITE 2 Remove 35' o/ EX.24" CMP LV 0---- ?' 1 I I ? r ?- ,z i IdpPi p''Nt .2 430?a3 /jJ; rp 45, 4c Arcn CMP S TA IION ?3l / 75 /V,Eo SITE #2 g00,r,(v,y4L. 20'or ?6?36 A1?nL1 c'N!J TIE TO Ex. SLOPE 3315.02' GRADE TO DRAIN 4 Remove 35' of 24" CUP = Replace with 45' of 46"x 36" Arch CUP PROJECT # 6.961024 TIP # R 619-D a JACKSON CO. -% ?G1 k00 00 -L' , M NC 281 SITE #5 Remove 50' of EX.48" CUP Q) a Q5 c0150 x'"50 c0 -L' G ? I T G GRAIL _ Prc? w ?? 77" ,J 52u d„rC1? CIV/ P 4. S T AT/0N 1z6 % 50 ?v?v 6s' SITE #5 1 DD.T1oit/<7L is-'oF 775-2 3326.29' _ _ _ _ _ _ _ _ _ _ _ _ _ _ Remove 50' of 48" CUP Replace with 50' of 77" x 52" Arch CUP PROJECT ? 6.961024 TIP ? R 619-D JACKSON CO. NC 281 SITE ?6c SITE m6b -?- a60 ? 0 00 E .00.00 Nct-? ?c? i yz?v ?Tio.?lq? ,Zo ? O<' 36 ?e?? STATION 461 %50 SITE •6a Due to terroi n the proposed pipe will be perched SITE Remove 50' of Ex 361, CUP 60 = Replace with 65' of 36 "CUP 6b Add 22' of Rip Rop onto slope +00.00 SITE #6b PROJECT r 6.961024 TIP # R 619-D JACKSON CO. NC 281 SITE -7 466+00, 00 66- 849.09 O y ? Jv y2? Vv d6?' nO\ 301 i _ _ _ _ Remove 60' of Ex 24" CUP Replace with 75' of 24" CUP ?GAN 75 ' STATION X66-f- 5O?DD'Ticr?!?L zo oFZy?? -ain the >i pe will 4. U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200330858 County: Jackson GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION -14 7 ?f c Property owner: North Carolina Department of Transportation Address: Attn: R. G. Watson, Division Engineer, 253 Webster Road, Sylva, NC 287179 Telephone No.: (828) 586-2141 Size and Location of project (water body, road name/number, town, etc.): NC 281 approximately 13 miles south of Cullowhee, unnamed tributaries of Tanasee Creek and T uckasegee River. G Description of Activity: Replace/extend five (5) CMP culverts, associated with grading, widening and paving of 0.42 miles of NC 281, between SR 1762 and SR 1140, resulting in total stream impacts of 42 linear feet. Existing culverts at Sites 2, 3 & 4 are perched on the outlet due to steepness of the surrounding terrain. SPECIAL CONDITIONS: 1) All recommendations of the attached NC Wildlife Resources Commission letter of June 5, 2003, are hereby incorporated as special conditions of this permit. 2) Special and Regional Conditions requiring installation of culvert below stream grade are waived at Sites 3, 4, & 5 due to presence of bedrock and steepness of fill slope and surrounding terrain. Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344). (check all that apply) Section 10 (River and Harbor Act of 1899). Authorization: Regional General Permit Number. 14 Nationwide Permit Number. Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWT) provided it is accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919) 733-1786. Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide Permit, please contact the Corps Regulatory Official specified below. Date June 6, 2003 Corps Regulatory Official John W. Hendrix Telephone No. (828) 271-7980, X-7 Expiration Date of Verification June 6, 2005 V ?- - `lJA? Miciiael F. Easisy, Gcrernor a0F F,c? William G. Ross Jr., S _ a-r `rG Ncrt1 Carolina Department of Environment and Natural Rsscuress Alan W. Klimek, P.E.. Di-eccr f Division of Wat_r Gua "I Coleen H. Sullins, Depuli Greeter a ? Division Cf1^!G ?r Mu31?-; June 19.2003 Jackson County iz-c? DWQ Project No. 010659 TIP Project No. R-619C, NC 281 APPROVAL of 401 Water Quality Certification with Additional Conditions: RENFWA Mr. Crreg Schuler, Design Construction Enzineer ' 1? 1 NCDOT Divisio^ 1.4 r.Q. Drawer 37 Sylva, NC 28779 Dear Mr. Schuler: You have our approval, in acccrdance with the attacbcd conditions and those listed below, to impa_t 12 linear feet of an unnamed tributary to Tanasee Lake and impact 30 linear feet of unnamed tributaries to Tuckascgee River in order improve NC 281 in Jackson County. The project should be constra=d in accordance with your an pplicarion dated June 2, 2003 with additional information dated June 18. 2C,0?. Aftcr reviewing your application. we have decided that this fill is covered by Genera! Water Qun=t. Certification No. 3404 corresponding to the U.S. A,-;.y Corps of Engineers Nation,-:de P:aTnh 141. In addition, you should acquire my other federal, state or lccal permits before you proceed w7 h .e s project including (but not limited to) Sediment and Erosion Control. Non-Dischar?e and Rater ScpPi': Watershed rt--u atlons. This approval will e?pire with the accompanying 404 permit unless ot?=-:vise saccificd in the Water Quality Certifieaticr. This approval is valid solely for the purpose and design described in yoar application {unless tnedi-e below), Should -our project change. you must nori. ' the DWQ and submit a new application. L tl.e property is sold. the new owner east be given a copy of this Certification and approval letter, a: c thereby mspot?siole for ccmply ins: with all the cendI- as. If total wet_and fills for this proi-ct (,^.cw c: the future) exceed one acre. or of total impacts to s? ean?s (row or in the future) exceed 1501ir.ear t_?.. ' compensatory milig-ation rrtar be required as described in 15:? `Ca `,CAC 214 .0506(h) (6) and i7). ? F - Gn)!CL'Cli to be vGi:Ci. you )' ilS: ,'C?c01y d3o COT'd;n'.on5 _'osrred in the Cr:IGC?:2Q Cc'r: rCazion G'i?i an ti' G' 1 cord.itions ?isted heiow. 1. Ncnpoint source and stoTrnwatcr pollution control requirements for Outstanding Resource Wale:; as spcciftec in 15A NCAC 26 .02? 5 aad 15A N. CA.C 2H .1007. 2. Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .012'i; na:st be implerrented prior to any ground-disturbing activities to minimize impacts to dowristrcam a ;uat c resources. Temporary or permanent herbaceous vegetation should be planted on all bare soil r t^:: s clays of ground-disturbing activities to provide long term erosion control. 3. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 4. Stormwater should be directed to vegetated buffer areas, grass lined ditches or retention basins and must not be routed directly into streams. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for stormwater sheet flow. 5. The culverts shall be designed and installed to allow for fish and other wildlife rooverrent as well as prevent headcuttin; of the streams- Ct'?r'.4. N. C. Division of water Quality, 401 Weyands Certification Unit, 1650 Mail Spivlca Center, Raleigh, NO 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733.1786 (phone), 919-733-6293 (fax). (httoJib2o enr.sta_t_e of us/nmotlands) Customer Servico #: 1.8T7-623-6748 6. NCDOT must submit a plan for written DWQ approval. to address any headcu-ti.g that will occur as a result of this project. 7. Use of riprap for bank stabilizatiozt is to be minimized-, rather, native vegetation is to be plan=ed when practical. If riprap is necessary, it must be limited to the stream bank above the lush water mask. Ripra-p shall not be placed in the stream bottom. S. Heavy equipment must be operated from the banks rather than in the stream channel in order to InMimiza sedimentation and reduce tre likelihood of introducing other pollutar is into the steam. 9. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters fiorh fuels, luoricants, hydraulic fluids, or other toxic materials. 10. The presence of equipment in the channels must be tnirirrized. Under no circumstances must rock, ,and or other materials be dredged from the wetted seam, channel under authorization of this p--zit, except in the immediata vicinity of the culverts. 11. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall complete the attached form and return it to the 401AVetlands Unit of the NiC Division of Water Quality upon completion of the project NCDOT is strongly advised to send in photographs upstream and downstream of each structure to document correct installation. if you do not accept any of the conditions of this czrificatiorz, you may ask for as adiudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a h?aziag. send a w,:tten petition which conforms to Chapter 150B of the North Carolina Grntral Statutes to the O'ffice of Ad-ninistrative Hearings. 6?14 Mail Service Center, Raleigh, N.C. 2:6991714. This certification and its conditions are final and binding unless you ask for a bearing. This letter co=letes the rep:iew of the Division of Water Quality under Section 401 of the Clean Tv ate: Act. If you bane any quelctons, please telephonc M is. C-,mthia Van Der Wiele at 919.733.1756 or ,sir. ivac Parker of &e Asheville Regional Office at S],23.2-:51-6-4,52. Sirrce-ei?: Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office NCDWQ Asbeville Regional Office Central Files File Copy U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200231331 LDIVISION 144 County: Jackson . , GENERAL, PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property owner: North Carolina Department of Transportation Address: Attn: R. G. Watson, Division Engineer, Post Office Drawer 37, Sylva, NC 28779 Telephone No.: (828) 586-2141 Size and Location of project (water body, road name/number, town, etc.): NC 281 (from SR 1140 to Transylvania County Line), unnamed tributaries of Bracken Creek, near Cullowhee. /2 - G /'i "-31 Description of Activity: Replace/extend nine (9) CMP culverts, and stabilize 22 feet of stream bank with riprap, resulting in 147 total feet of stream impact, associated with work to widen and pave NC 281. Nationwide Permit Regional Condition 11.5) requiring culvert burial is waived at Site Numbers 6, 7, & 8 due to steep slope conditions. SPECIAL CONDITIONS: All conditions of the attached NC Wildlife Resources Commission letter of October 23, 2002, are hereby incorporated as special conditions of this permit. Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344). (check all that apply) Section 10 (River and Harbor Act of 1899). Authorization: Regional General Permit Number. 13 & 14 Nationwide Permit Number. Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWT) provided it is accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919) 733-1786. Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army RGP or NWP verification does not relieve the pe.--ittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide Permit, please contact the Corps Regulatory Official specified below. Date: October 30, 2002 Corps Regulatory Official: John W. Hendrix Telephone No.: (828) 271-7980, x-7 Expiration Date of Verification: October 30, 2004 CF: G.S. Shuler, Design Construction Engineer, 253 Webster Road, Sylva NC 28779 Mark Davis, Division 14 Environmental Officer, 253 Webster Road, Sylva, NC 28-179 Ed Ingle, Area Roadside Environmental Unit, 4142 Haywood Rd., Horse Shoe, NC 28742 CMwF"M "I 4. ? r > -1 Alan W. Kii[;lc'K, r.z.. L)11- - Division of Water Quality 4. 0 October 8, 2002 it, r Jackson County ?r C?1 V? 4J DWQ Project No. 021422 T 1?C? NC 281 from SR 1140 to Transylvania Co. Line TIP Project No. R-619D APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. G.S. Schuler, Design Construction Engineer Division Design Construct Office NCDOT Division 14 253 Webster Road Sylva, NC 28779 Dear Mr. Schuler: You have our approval, in accordance with the attached conditions and those listed below, to incur 147 linear feet of impacts to nine unnamed tributaries of Braken Creek in order to improve NC 2S1 from SR 11=10 to the Transylvania County line in Jackson County. The project should be constructed in accordance with your application dated August 2S. 2002 (received September 1. 2002). After re'. icwing your application. we have decided that this fill is coVered by General Mater Quality Cerification No. 3375 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 1-1.. 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 unless otherwise specified in the Water Quality Certification. This approval is only valid for the purpose and design that you described in your application e:.ceppt as mcdified below. If you change your project, yell must ncufv us in wrier.;. and you rnay be re :'a r= to send us a new application. If the propery is sold. the ne,.% owner must be given a copy of iris Ce: ification 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 stream impacts exceed 150 linear feet. compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (61 and (7). For this approval to be valid. you must follow the conditions listed in the attached cerification and any additional conditions listed below. 1. Braken Creek and its tributaries are classified as WS-III Outstanding Resource Waters. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT March 1997) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds [ 15A NCAC 4B .0124 (a)- (d). These measures must be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic resources. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within 5 days of ground-disturbing activities to provide long term erosion control. 2. NCDOT shall comply with the requirements for WS-III [15A NCAC 2B .0215(3)(b)] and Outstanding Resource Waters [15A NCAC 2B .0225(c)] with regard to riparian buffer requirements and stormwater controls. North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 CrabtreeBlvd., Raleigh, N 27604-2260 en(Location) us/ncrvetlands; 919-733-1786 (phone), 91.,-733-63..3 (fax), http:! 3. Stormwater shall be diverted through grass-lined ditches, in ofeex stingrvegetadted buffers is stormwater collection device prior to entering streams. Mop strongly discouraged, so that they may be utilized for storm water sheet flow. ction limits of the project by the end of 4. Riparian vegetation must be reestablished within the constru the growing season following completion of construction. 5. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank stabilization and to minimize the use of rip rap. Rip rap shall not be placed in the stream bottom. 6. The dimension, pattern, and profile of the stream and floodplain above and below each structure shall not be modified by widening the stream channel or reducing the depth of the stream. and bedrock `vd epths except 7. NCDOT shall provide for aquatic life passage by burying the pipes the recommended at Sta. 468+75 and Sta. 4 9+50 where the pipe outlets are o steep slopes encountered. 8. NCDOT must submit a plan for written DWQ approval to address any headcutting that will occur as a result of this project. _ ? 9. Previously disturbed floodplains and stream channels should be restored to their natural geomorphic conditions whenever practicable. 10. All work shall be performed during low flow conditions. 11. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. and mainta 12. All mechanized equipment operated near surface fuelselubricants, hydrauliclflPdst or ether toxicined to prevent contamination of stream waters from materials. 13. Upon completion of the project. the NCDOT or its authorized agent shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all w'orx included in the §401 Certification has been completed. This will satisfy the requirernents of Condition 16 in ",QC ;3375. If you do not accept any of the conditions of this certification, you may ask for an adjud(icator. a can to . You must act within 60 days of the date that you receive this letter. To ask for a hearin__ s. r writn petition that conforms to Chanter 150B of the Noah Carolina General Statutes to the Offic ^of Administrative Hearings. 671-'. Mail Se ,'ict Center. RaleN.C. 27699-677 1-'. Tais cen_: on 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 t e Clean Water Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.73=-571- or li'v1r. dike Parker of the Asheville Regional Office at 828.251.6208. Sincerely. Alan W. Klimek. P.E. I ( Attachment Pc: Wilmington District Corps of Engineers John Hendrix, USACE Asheville Field Office NCDWQ Asheville Regional Office Central Files File Copy 9 3 je, mom ? ? ; - - 1 CD o ti ) G h? y . - 1 , CD CC( ?7?, • G? ;1 r r ;}f '•? `tom 'l.:z - ?J ? ?p? '? ?; J? i \ r t ` 'h V ti `} . ! c A r'?/1 f f-? i ?r , i y t l , ?hJ? , i % M rP ++"? p{ t • \ ../'L?? OvL _ +L _ - h ?'ti.f^? f'?j ,II ? •_? ) _ / r ?i^ 111 r .r ?+ ? `-..• ?•. ? ! ^ - r '.1 /i r ? . - ?,,./' f J `. 1? -? ?{f ?" I'v 114 ,5, J .• ?' 1 r r; r t CA ? t ?1y { 'if 00 t 1+?' n? ? ? s r , i -_ ``-•""'^? \ ???`? t, ? Ijf _ ,.. f l d •) J?ti ?,.--?? ,/O ? fF 4?y i ?5"+•`? ` F\ '' ! ? n o ?? J„? ` = ?4 c `? +_ a `4_?.? `{fry- f.J_ it l ?ti?r - tt4 `\?/??4 s•4? ?f ? O N ?\ r..? ?? ?? ? t ' S°.'h { ? x L, ' ?'?`'` ?f 1 / ?>?..F ,r`Fr ?..:•'r`?5? J _ f 1 ? {•? +_??. `?a ?,?.?"?:' ?. ? ? 1 11? f 1 '. .S iW ? -•J 1 _ !' tif '1.% r r h....--?• t F ) ^. ?,1j - 1 I 1 j )r N N O ? j1? ii\. -?`?` J i \ •~ ' ? -. `?_ 1t.-/ ? '? Y.j 1r f. `,J ? l: •F ?.'' •'• tlr '? - :ti iii e. .:. ? ? ? 1, - + , ? ? ^--•'? N ? b '???: , , lbw ? t '• ? tt -. ' ' ?' `l ., ? . ? - ??, ` z i "mss,,, \? `1 ?• t- ? t I J ? - ti - ` + \ ? ,? j..?,?? ?i???` ??';`? 1 01 J,<•1'Ji? rte' ?? t ?? ?-" ?r ?,, O ? •t `?`4` l}t 1? f ? l . rf r? ^. ^., ? ,' ?. C .,- ,.. u r ? j.? . ` `•` \ /"'0 (! ?.;? ?,y?? ?? ? ~` ?, l err •J ? r, ? /: d L CJr f /._ -_ ?.'°, 'tea - , •-:,?r t ?.Q? ?? , -??' ,/ ? i r/lJf !. '`•-J r•:?-??'i'" ?? , `?'l\ ?' • j j?+" ? ? y??"'='?a'w.??J f?i?'?? y?l??? ??-°`?`^ \?_. ?t?`".! `--..? ? ? i ??r• /! ` j F ! , t } ?} ` f d'? --•... ,-.?? `J--?_f` rr'=' ? '"?.?r.3` _ ''\: it Y ?j•? `?i[ ''.{ r ? \' t/r-? ?.?: //3r r ? J j ? `_? ? 1?--•? ,r . - ,.J?+ ry l.. rr\- ?? r ? -` ?"? '_'. :.??. ? ct ?'y1 /? -.`y•f1 I 'y ^yV l,fr ?', r.? L??? / l:f it}j ; ?? 1l f?x8p8_? - ?`?+ ? ?\t? r?1"i' .?' ??1 ? 1??/l ` ?J ?/?? }???•77 ,?.• , '\? \ 4 ?. t .\- `? ( ' ! ,`?' r `?srJ - , fir/ ( /^:"' f .? (y'?r`^•.w-..rc?' .? ?{.. jJ - jj _ _ ) ? :1 ` -?- 'lam/tf rt? " ./. ? J, q rr ?l -_ ,/ } fr`l'{ tS l J 1?.? 4y ? ?/J,?Y+? `?'?j?? fr ' / r { ! r? Y F/'nf.`y ''^?, ~? ?•f-, j f ! r ?- - l 1 ?\` . _....??/ /J" r f ?r : f • /' - r- \ ' 1/ .r y f -, /`? , -! 1 \-•:.••'-_. ??, =-/r ? } I .. r-• ,?.. `1? t r /r.`?.??`??`' 'r??` p ,; f /rJ ? Jl J?`• ? ? ".Y ff-•-?-? , _ y l? l 06??'?ov/ a 2 /'-0/ 22- Leo WETLANDS / 401-GROUP ? MAY ,. 9 2004 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR May 11, 2004 Mr. Steve Lund, NCDOT Regulatory Project Manager US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Subject: 404 and 401 Permit Modification Request NC 281 C & D USACOE Action ID Nos. 200330858 (C) and 200231331 (D) DWQ Project Nos. 010659 (C) and 021422 (D) Jackson County, North Carolina State Project No. 34351.3.8 (C) and 34351.3.13 (D) (DWQ Major Permit Fee $475 .00) Dear Mr. Lund: WATER QUALITY SECTION LYNDO TIPPETT SECRETARY The North Carolina Department of Transportation (NCDOT) is currently constructing the subject project. We were issued Nationwide Permits for both projects which consisted of 5 culvert replacements/extensions on the C section totaling 42 linear feet and 9 culvert replacements/extensions on the D section totaling 147 linear feet, respectively. However, due to the steepness of the surrounding terrain, sandy soil conditions, and availability of waste rock, NCDOT constructed the fill slopes out of stacked rock, which resulted in steeper, but more stable fill slopes. As a result, the cross pipes at Sites 2, 3, 4, 5, and 6 (Section C) will need to be extended an additional 15 to 25 feet in order to clear the fill slope. This will increase the total stream impacts along Section C by 100 linear feet. Along Section D, the cross pipes at Sites 1, 2, 5, 6a, and 7 will need to be extended an additional 15 to 20 feet. This will increase the total stream impacts by 95 linear feet. Additional stream impacts for both the C and D section of NC 281 will be 195 linear feet (see attached stream impact table). Culvert outlets will be perched at sites C - 2, 3, 4 and D - 6a, 7. I have enclosed copies of the 404/401 permits, the appropriate revised sections to the PCN application ( 2. Stream Impact Table), a typical cross section of the rock fill slopes, and revised cross sectional drawings of the permit sites. NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed with this project. By copy of this letter, I am asking Mr. Dave McHenry of the North Carolina Wildlife Resources Commission to comment directly to the Corps concerning the 404 Nationwide Permit Modification Request. NC 281 R-619 CD Page 2 May 11, 2004 4 Permit Modification Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from the Division of Water Quality. In addition, I am asking Mr. McHenry and Mr. Ed Ingle, Area Roadside Environmental Operations Engineer, to comment directly to me concerning this permit request. Your earliest consideration for this request would be greatly appreciated. If you have any questions or need additional information, please contact me at (828) 586-2141. Sincerely, Mark S. Davis Division Environmental Officer Enclosures cc: Mr. R. G. Watson, P.E., Division Engineer, NCDOT Mr. Keith Brazell, Resident Engineer, NCDOT Mr. Ed Ingle, Roadside Environmental Field Operations Engineer, NCDOT Mr. Dave McHenry, Mountain Region Coordinator, NCWRC Mr. John Dorney, DWQ, DENR (seven copies) Mr. Mike Parker, DWQ, DENR i. Permit Modification R-619 CD - NC 281 - Jackson County (Additional Stream Impacts) 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please specify) Section C-Site 2 Culvert 25 UT - Tanasee Lake 1 P Sta 359+31 Extension Section C-Site 3 Culvert 15 UT - Tanasee Lake 1 P Sta 365+22 Extension Section C-Site 4 Culvert 25 UT - Tuckasegee River 1 P Sta 392+03 Extension Section C- Site 5 Culvert 15 UT - Tuckasegee River 2 P Sta 398+70 Extension Section C - Site 6 Culvert 20 UT - Tuckasegee River 1 P Sta 405+88 Extension Section D - Site 1 Culvert 20 UT -Bracken Creek 1 P Sta 420+50 Extension Section D - Site 2 Culvert I 20 UT - Bracken Creek I 1 P Sta 431+75 Extension Section D - Site 5 Culvert 1 P Sta 446+50 Extension 15 UT - Bracken Creek F D - Site 6 Culvert 20 UT - Bracken Creek P 61+00 Extension Section D - Site 7 Culvert 20 UT - Bracken Creek I 1 P Sta 466+50 Extension * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and assoctatea rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching,"straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., w-%k-%v.topozone.com; www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 195' additional impacts Page 5 of 10 4 C O C ? LLJ I ? o cv I 03 cv , ? I U Z O ? O Q •? O G'S Q1 ? •L ? J -? Zr ? O O OF c° v o •? -cZ Q) L? COQ O pQ? ?Q.) o 0 0 Z I y- ??9 SITE 42 359 +31 i PROP. 4;1. --® 24' CS.- 8x4x2 8x4x2 8x4x2 8x4x2 8x-4x2- -8x4x2 _ a x ; XG 8x4x2 - G SITE 43 - 8x4x2 8x4x2 Sx*2 8x4x2 8x4x2 8x4x2 8x4x2 8x4x2?? ?? -- ----------- .?. 8x4x2 EX;SJ33 ... `/ . _ .. - - - - -8;22- - - z2 - ,c• ?;p ? Sx , x2 FPOP. 45 !2' CSP r, SITE_ #4 392-03 8x4x28x4x2 8x4x2 8x4x2 -7 77 _ _ - - -rte I?.?' \ 8x4x2 4 ? G S 98 705 8x4x2 - _ I I _?-8x4x2--- - ®? - EXIST. 35 i - - - - 24'CSP i INSTAL 50' _ 30' CSP - - - - - --- - - - - - - - - 4. . `. , ! 1- J// C TM6 405 f88 Fxisr.4O' 8x4x2 8x4x 24' CS ° -C----------_ _ _2_ _ PROP. 45' -• 2C CSP i ----------- ------ ---------------- -- - - - - - - - - - - 1 - - - - - - - - - - 4 } PROJECT ? 6.961024 TIP # R 619-D JACKSON CO. NC 281 SITE #I -;1,4q,? 601 STATION X20 , 50 N?FzFz) gr, SITE *1 ADv,71oi?g4 20' 0,,c-2q"o-rP 1.5:1 1.5:1 - - - - - - - - = Remove 35' of 24" CUP Replace with 60' of 24" CUP PROJECT 4 6.961024 433+5Q TIP " R 619-D ?L JACKSON CO. NC 281 _ SITE -2 Remove 35' of EX 24" CMP 1 4c ? . ?'A,?cn CMP 7. 4 STATION 14,.?1 -1-75 SITE # 2 9,0,p,7-101rAL, 20 /o? S/6?r36 A2eAl TIE TO EX. SLOPE 3315.02' ORAOE TO ORAIN Remove 35' of 24" CUP Replace with 45' of 46"x 36" Arch CUP PROJECT # 6.961024 '0000 TIP # R 619-D 3a . 447+0000 JACKSON CO. " ao' ?T ,o NC 281 SITE #5 Remove 50' of EX.48" CMI" Q) 4Q o° a5??? gy G GRp RN`s, rc3 -)0 77" x 52' , .,'Cr Cis P d STATION 146 %50 ?v?v 6s' SITE #5 ADDiT/ONLIL 77,E 5-2 /I A•QCiY C'N!P _ 1.5:1 3326.29' _ _ _ _ _ _ _ _ _ Remove 50" of 48" CUP Replace with 50' of 7711 x 52" Arch CUP PROJECT r 6.961024 TIP # R 619-D JACKSON CO. NC 281 SITE #6a SITE #6b Gr0+ -y, +00 '00 ADJ ?TiO NAB 20 ? Cr 36 ,STATION z1 61 --?,50 SITE ?ea Due to terrain the proposed pipe will be perched SITE Remove 50' of Ex 36" CUP # 6o = Replace with 65' of 36 "CUP * 6b Add 22' of Rip Rap onto slope 462+00.00 -L' SITE #6b PROJECT r 6.961024 TIP # R 619-D JACKSON CO. NC 281 SITE #7 ,00-00 4I 9 L 1 66+49 09 466+49-09 ,L 33J LT Proo 5''y -! o/ C.1 r _ ,r J ?e 60' ?? Rc66+1100 40' RT ?t.AN 75, N42? 9s FZy STATION X66156 ?a Remove 60' of Ex 24" CUP Replace with 75' of 24" CMP -ci n the >i pe will U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200330858 County: Jackson GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property owner: North Carolina Department of Transportation Address: Attn: R. G. Watson, Division Engineer, 253 Webster Road, Sylva, NC 287 79 Telephone No.: (828) 586-2141 Size and Location of project (water body, road name/number, town, etc.): NC 281 approximately 13 miles south of Cullowhee, unnamed tributaries of Tanasee Creek and Tuckasegee River. Description of Activity: Replace/extend five (5) CMP culverts, associated with grading, widening and paving of 0.42 miles of NC 281, between SR 1762 and SR 1140, resulting in total stream impacts of 42 linear feet. Existing culverts at Sites 2, 3 & 4 are perched on the outlet due to steepness of the surrounding terrain. SPECIAL CONDITIONS: 1) All recommendations of the attached NC Wildlife Resources Commission letter of June 5, 2003, are hereby incorporated as special conditions of this permit. 2) Special and Regional Conditions requiring installation of culvert below stream grade are waived at Sites 3, 4, & 5 due to presence of bedrock and steepness of fill slope and surrounding terrain. Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344). (check all that apply) Section 10 (River and Harbor Act of 1899). Authorization: Regional General Permit Number. 14 Nationwide Permit Number. Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919) 733-1786. Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide Permit, please contact the Corps Regulatory Official specified below. Date June 6, 2003 Corps Regulatory Official John W. Hendrix Telephone No. (828) 271-7980, x-7 Expiration Date of Verification June 6, 2005 ?I - \N ATFDM; = .1 -June 19.2003 ProJec kNo. 0 06 DtiVQ 59 TIP Project No. R-6-519C. NC 2S'J1 ,kPPROVAL of 401 Water. Quality Certification with Additional Conditions: RENT` A ,y Schuler, Design Construction Enzineer 10 Mr. Crrcg' I 1vCDOT Division 14 P.O. Drawer 0 Sylva, NC 28779 Dear Mr. Schuler: You have our approval, in accordance with the attacbcd conditions and those listed below, to impact 12 linear feet of an unnamed tributary to Tanasee Lake and impact 30 linear feet of unnamed tributaries to Tuckasegee River in order improve NC 281 in Jackson County. The project should be constrsc*.°d in accordance with your application dated June 2, 2000 with additional information dated June 18. 200:. After reviewing your application. we have decided that this fi:l is covered by General Rater Qu,-ty Certification No. 3404 corresponding to the U.S. Army Corps o' Engineers Niationw:de Permit Nu=ber 14. In addition, you should acquire any other federal, state or local permits before you proceed with •.our project including (but not limited to) Sediment and Erosion Control. Non-Discharge and 'W titer Sunpl v Watershed regulations. This approval will expire with the accompanying 404 permit unless othe-:tiise saccificd in the Water Quality Certificatior_. This approval is valid solely for the purpose and design described in your application (unless modiftcd below). Sllouid your prejec: change, you must zorir? the DWQ and submit a nc•.v application. U the property is sold, the new owner roast be given a copy of this Certification and approval letter. and is thereby responsioie for cer?pg with all the ccndiacns. If total we: and fills fcr this proicct (rc cr the future) ?tceed one acre. or of total impacts to streams (r ow or in the future) exce:3 150 liresr f-e:. compensatory mid_ation rna be required as described in 15A tiCAC 214.0506 i ll i (6) and (").:ors-.:s a "'_1rovaZ to be',alid. 1ou 7 us,''o,,ow the conditions lis-.ed in f;`e a-=ched ccr:i,Fc^ ;o7: a.nd a.), below. 1. , icrpoint source azrd stcrrv;% atcr pollution control requirements for Outstanding Resource Wa-w:s a_s specified in 15A NCAC 2B .022x5 and 1_5A NCAC 2H.1007 . S ; must ?.. edimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .012u be implemented prior to any ground-disturbing activities to minimize impacts to downstream reuarc ,resources. Temporary or permanent herbaceous vegetation should be planted on all bare soil h `:ern days of ground-Isturbing activities to provide long term erosion control. 3. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 4. Stormwater should be directed to vegetated buffer areas, grass lined ditches or retention basins and must not be routed directly into streams. Mowing of existing vegetated buffers is stron=gly discouraged, so that they may be utilized for stormwater sheet flow. 5. The culverts shall be designed and installed to allow for fish and other wildlife movement as well as prevent headcutting of the streams. 6M. &F?rV. N. C. Division of Water Quality, 401 Weyands Certification Una, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604.2260 (Location) (919) 733.1786 (phone), 919-733-6293 (fax). (httoJrh2o.enr.statenc.uslnc!Netlands) Customer Service #: 1.877-623-6748 Michael F. Easily, Gc:emor William G. Ross Jr., S=cr_ ay North Carolina Department of Environment and Natural Rescuress Alan W. Klimek, P.E., Cirectcr Division of Water Cua'•i,y Coleen H. Sullins, DepuiJ CirECtcr Division of water Qua! ?y 4. 6. NCDOT must submit a plan for written DWQ approval to address any headcu-tdng that will occur as a result of this project. 7. Use of riprap for ban`.{ stabilizatiozi is to be minimized. rather, native vegetation is to be planted when practical. If riprap is necessary, it must be limited to the stream bank above the lagh water mark. Rpprap shall not be placed in the stream bottom. S. Heavy equipment must be operated from the banks rather than in the stye::- channel in order to minimize sedirr_eritation and reduce the likelihood of introducing other potlutar? into the stream. All mechanized equipment operated near surface waters must be regularly, inspected and maintained to prevent contamination of stream waters frorh fuels, lubricants, hydrauLc fluids, or other toxic materials. J.O. The presence of equipment in the channels must be rnirimized. Under no cireamstances must rock, sand or other materials be dredged from the wetted stream, channel under authorization of this permit, except in ire immediate vicinity of the culverts. 11. Upon completion of the project, the NCDOT shall c=p. let-- and return the enclosed "Certificate of Completion" form to notify NCDWQ whin all work included in the §401 Ccrtifi, cation has been completed. The responsible party shall complete the attached form and returm it to the 401ANetlands Unit of the NC Division of Water Quality upon completion of the project NCDOT is strongly advised to send in photographs upst±eatn and downstream of each structure to docuin nt correct installation. If you do not accept any of the conditions of this certification, you nay ask fcr rn adiudicatorr- hearing. You roust act within 60 days of the date. that you receive this letter. To ask fr;I a h°.,a-iag. send a written petition which conforms to Chapter 150B of the North Carolina General S[~t,::s to tl:e Office of Ad.minisa-ative Hearings. 6-,14 Mail Service Center, Raleigh, N.C. 27- 699- i : 14. This certification and its conditions are final and binding unless you ask for a hearing. This lever completes the review of the Division of Water Quality under Section 401 of the Clean Water Act If you have any ques;:ons, please telephone Ms. Cynthia Van Der Wiele a: 919.733.1756 or Mr. %T nc Parker o, e As}aAville Regional Office at 823.251$4 2. Siz=ely. At.achment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office N CDWQ Asheville Regional Office Central Files File Copy U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200231331 LUv u 5 LGGZ N 14 DIVISMW County: Jackson .. , GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property owner: North Carolina Department of Transportation Address: Attn: R. G. Watson, Division Engineer, Post Office Drawer 37, Sylva, NC 28779 Telephone No.: (828) 586-2141 Size and Location of project (water body, road namelnumber, town, etc.): NC 281 (from SR 1140 to Transylvania County Line), unnamed tributaries of Bracken Creek, near Cullowhee. /? - G / 5 Description of Activity: Replace/extend nine (9) CMP culverts, and stabilize 22 feet of stream bank with riprap, resulting in 147 total feet of stream impact, associated with work to widen and pave NC 281. Nationwide Permit Regional Condition 11.5) requiring culvert burial is waived at Site Numbers 6, 7, & 8 due to steep slope conditions. SPECIAL CONDITIONS: All conditions of the attached NC Wildlife Resources Commission letter of October 23, 2002, are hereby incorporated as special conditions of this permit. Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344). (check all that apply) Section 10 (River and Harbor Act of 1899). Authorization: Regional General Permit Number. 13 & 14 Nationwide Permit Number. Your work is authorized by this Regional General (RGP) or Nationwide Permit (NIXT) provided it is accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919) 733-1786. Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army RGP or NWP verification does not relieve the rP.-_rntttee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide Permit, please contact the Corps Regulatory Official specified below. Date: October 30, 2002 Corps Regulatory Official: John W. Hendrix )V- Telephone No.: (828) 271-7980, x-7 Expiration Date of Verification: October 30, 2004 CF: G.S. Shuler, Design Construction Engineer, 253 Webster Road, Sylva NC 28779 Mark Davis, Division 14 Environmental Officer, 253 Webster Road, Sylva, NC 28779 Ed Ingle, Area Roadside Environmental Unit, 4142 Haywood Rd., Horse Shoe, NC 28742 CESAw FxM 5% ? U0 Eu'r > - Alan W. KllmeK, r.=. LJ'1..- Division of Water Quality 4. o ? October S. 2002 R X CEJ 1_ Jackson County Or V? J DWQ Project No. 0214") l NC 281 from SR 1140 to Transylvania Co. Line TIP Project No. R-619D APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. G.S. Schuler, Design Construction Engineer Division Design Construct Office NCDOT Division 14 253 Webster Road Sylva, NC 28779 Dear Mr. Schuler: You have our approval, in accordance with the attached conditions and those listed below. to incur 147 linear feet of impacts to nine unnamed tributaries of Braken Creek in order to improve NC 2S 1 from SR 1140 to the Transvlvania Countv lira in Jackson County. The project should be constructed in accordance with your application dated August 2S. 2002 (received September 1. 2002). After reviewing your application, we have decided that this fill is covered by GenerWaL Qumcer 1-'. ification addition. 3375 corresponding to the U.S. Army Corps of Engineers Nationwide 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 unless otherwise specified in the Water Quality Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us in writtn3. and you may be recurred to send us a ne,.v application. If the prope., is sold. the new owner must be g;ven 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 stream impacts 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 ccnincation and any additional conditions listed below. 1. Braken Creek and its tributaries are classified as WS-III Outstanding Resource Waters. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT March 1997) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds [15A NCAC 4B .0124 (a)- (d). These measures must be implemented prior to any ground-disturbing activities to minirnize impacts to downstream aquatic resources. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within S days of ground-disturbing activities to provide long term erosion control. 2. NCDOT shall comply with the requirements for WS-III [15A NCAC 2B .0215(3)(b)] and Outstanding Resource Waters [15A NCAC 2B .0225(c)] with regard to riparian buffer requirements and stormwater controls. North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6393 (fax), http://h2o.enr.state.nc.us/ncjvettands/ vegetated buffers or directed to a 4. 3. Stormwater shall be diverted through grass-lined ditches, stormwater collection device prior to be entenng utilized for ms. Mowi sheet flow. vegetated buffers is storm strongly discouraged, so that they may 4. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 5. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank stabilization and to minimize the use of rip rap. Rip rap shall not be placed in the stream bottom. 6. The dimension, pattern, and profile of the stream and floodplain above and below each structure shall not be modified by widening the stream channel or reducing the depth of the stream. 7. NCDOT shall provide for aquatic life passage by burying the pipes at the recommended depths except at Sta. 468+75 and Sta. 479+50 where the pipe outlets are on steep slopes and bedrock was encountered. 8. NCDOT must submit a plan for written DWQ approval to address any headcutting that will occur as a result of this project. 9. Previously disturbed floodplains and stream channels should be restored to their natural geomorphic conditions whenever practicable. 10. All work shall be performed during low flow conditions. 11. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. 12. 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. 13. Upon completion of the project. the NCDOT or its authorized agent shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ %vhen all work included in the §401 Certification has been completed. This will satisfy the requirements of Condition 16 in WQC ;x3375. If you do not accept any of the conditions of this certification. you may ask for an adjudicator: hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing. se^•c a written petition that conforms to Chanter 150B of the North Carolina General Statutes to the Offtc° c; Administrative Hearings. 6711 Mail Service Center. Raleigh. N.C. 27699-671.. Tis cer;a:ca::on 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 C! -an Water Act. If you have any questions, please telephone yls. Cynthia Van Der `Viele at 919.7-23-57 14 or ivlr. 1like Parker of the Ashc iile Regional Office at 828.251.6208. Sincerer:. W. Klimek. P.E. ? Alan Attachment Pc: Wilmington District Corps of Engineers John Hendrix, USACE Asheville Field Office NCDWQ Asheville Regional Office Central Files File Copy R,??- -- ? t \ , N A C) > \ \C C) m 1 i3 a_ ? `; - `[ }i ,'i it ?y-\ ,? :; ?` I C??J jj?' {{ t` /- _..i"1 j1) ? f :- ' ?`' -• i1 ?' ? i ••C. ?., 7 •:/ of ` ?? /_ ?-; •? r'--. ? j r .;??f? (?• ?\ ` i' I ,?\' - ` ' , ' f i ' 1+?? •'• 1. ?__. / , J??/ - JI [ J ?\'`• ?. ,?,/L. - `-"'? - ....1, •_ r . `'t . :? .----' a-'i 9' ? _ ,- (' ?.?•;' ,? - fir.. ? v '\ ? _ ! .115 /" ??"ii / / -.? i? ./ r','!'•` Y// Cl) O^7 \.?_??., it ?\ `•C j-. A` ??_ ?i /`'If r... t? ?/`?-?\ t ?ti•?y \' , O. O \1\ r`- JJ /r i' "' `• `? ' ?. ?.i J ?lj ''J !'i \.^.? Il^ -l^ f f??J I `?I/\ ?. ?V' C-- X 0 C:) rPt !r it//t -',i \ l.a ' ?•, (?' W L .t t i\?v t ` .t ?`t, r r![?rJ^ f? t t 'r __.1 Ir\?1It...r`-??yy. *-r? _ir-. 'G fV ,i!,.ti?`?? - ?? ??, 1. ??` ?N4 ? i ? )'? t rJ y-.~L ti I,il ['.: `\ I: ? ? \ •- ,[ t:---?•+... ??R J 1 t?.? ?:.?? i ,y? t: I ? ? ?•,. ? \, t w l //, ./ ?- _ v-_•t', ? i ?? t ??^\' __ y. fJ f?? .C ?_" -its N trr+'`?t \? 'fit} {i /?.j,f' `-;''S8O `\C• ;- ??y''f l'- C• \Y._ 4l, J J 1 Ul N6 i . r ^=f ( ?? - ms`s-ro.= ?:r l I ' p4 s J ; 1 4 \? :i C[ /: ' •,; r ??r l ?iS?jf, p09 ?w. ___ 11- `4?`?_ • ? -JJ ' yl ,,• ? ?, f/•! ??. ?/ ? f r. -! ! !.`\? .\ ?1 l/-. "'__.. -'? ? ' !,?'d' \ \l `\.h J -J [ ,j l ! • (.!' ?'r! l! r",! }? !r' 'r? 1. !?/?f .1: ? i1 1_'`? fti \ ., ?.! + •t r J?fJ? ??/?. fuJ!',!"J[r?./f ? ??? ? Q .'?r=??4•r? y? ? 1• [ _l, t{ i 4 4` t t ' I t, '? r ? f !J ' ? ! I . r li • ,? ! f ?f ? t ?` f" ?. \` -f i' y• eti? _ r+i}?f..? `???^? `?\??^?'r(''?•.?\ l / 1F f" l? rr $sO?? .-`ter., `•+r? !/^?l rr _ !ti