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HomeMy WebLinkAbout20051459 Ver 1_Complete File_20050927 (2)Re: Straight Fork Bridge Subject: Re: Straight Fork Bridge From: Mike Parker <Mike. Parker@ ncmail.net> Date: Thu, 08 Dec 2005 14:18:05 -0500 To: Brian Wrenn <brian.wrenn@ncmail.net> Thanks, Brian. They called me this morning and wanted to know what we thought about this and when would they get approval. Mike Brian Wrenn wrote: Mike, I spoke to John regarding the need for a mod on this project. Basically, we agreed that all we need to do is issue an approval of the stream plan and an approval to work during the trout moratorium. These do not need to be modification approvals just written verification that what they are going to do is fine with us. A modification would require a permit fee, and I don't think that is necessary. the letter that you sent me will be fine, just remove any references to modifications and add the approval for working during the trout moratorium. if you have any questions regarding this, please let me know. thanks Brian Mike Parker - Mike.Parker@ncmail.net North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Water Quality - Water Quality Section 2090 U.S. Highway 70 Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Mike Parker <Mike.Parker @ ncmail. net> Division of Water Quality - Water Quality Section NC DENR - Asheville Regional Office 1 of 1 12/8/2005 2:28 PM Straight Fork bridge, NPS, Swain Subject: Straight Fork bridge, NPS, Swain From: "David McHenry" <david.mchenry@ncwildlife.org> Date: Tue, 6 Dec 2005 09:46:28 -0500 To: "brain Wrenn" <brian.wrennC ncmail.net> CC: "'Parker, Mike"' <mike. parker @ ncmail.net> Brian, The WRC has no objection to the construction of the Straight Fork Bridge during the typical October 15 to April 15 trout moratorium recommendation for waters with wild brown and/or brook trout. The best management practices discussed at the December 1, 2005 on-site meeting should prevent harm to trout spawning if construction occurs during the trout spawning season. Please advise if you need further information from me. And, I want to thank you and Mike for your attention to this matter. Thanks Dave McHenry Mountain Region Coordinator Habitat Conservation Program NC Wildlife Resources Commission 828/452-0422 ext. 24 828/452-7772 Fax 1 of 1 12/8/2005 2:14 PM O?O? WAT ?9pG O ? September 27, 2005 Swain County DWQ Project No. 20051459 Straight Fork Bridge APPROVAL of 401 Water Quality Certification Brigitte Mandel Environmental Compliance Specialist US Department of Transportation, Federal Highways Administration 21400 Ridgetop Circle Sterling, VA 20166-6511 Dear Ms. Mandel: You have our approval, in accordance with the attached conditions and those listed below, to place permanent fill material in 40 linear feet of streams with 60 linear feet of temporary impacts (100 linear feet total) for the purpose of removing an existing low water ford and constructing a bridge over Straight Fork Creek in Swain County. The stream impacts are approved as presented in the table below. Table 1 - Stream Impacts in the Little Tennessee River Basin Site Stream Name Stream Stream Impact Impacts Impact Type Classification/ Type (Linear Feet) Purpose Index No. 1 Straight Fork Perennial Class Permanent 20 Bridge Creek C;Tr;HQW/2- Abutments 79-55-17-16- and (.5) Win walls 2 Straight Fork Perennial Class Temporary 60 Repair of Creek C;Tr;HQW/2- Existing 79-55-17-16- Retaining (.5) Wall 3 Straight Fork Perennial Class Permanent 20 Removal of Creek C;Tr;HQW/2- Existing Ford 79-55-17-16- (.5) Total 100 The project shall be constructed in accordance with your application dated August 1, 2005 (received August 3, 2005). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3404. This certification corresponds to the Nationwide Permit 14 issued by the Corps of Engineers. 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. _ ocne Caro 'na Transportation Permitting Unit N?Ylltllra, 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733.1786 / FAX 919-733.6893 / Internet: http://h2o.enr.state.nc.us/ncwetiands 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 An Equal ODDortunIN/Affirmative Action Emolover - 50% Recycled/10% Post Consumer Paper September 27, 2005 Page 2 of 5 This approval is valid solely for the purpose and design described in your application (unless modified below). Should your project change, you must notify the DWQ and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of 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 remain valid, you must adhere to the conditions listed below and in the attached certification. 1. Removal of the existing ford shall be conducted in a dry work area. This should be accomplished using coffer dams or other similar means. The removal shall be phased to allow continuous partial flow of the stream. A causeway or work bridge shall not be used to remove the existing ford. Any material used for coffer dams should be completely removed from the stream. 2. After the existing ford is removed, the stream shall be returned to natural, stable geomorphic conditions. Natural river rock shall be used to the greatest extent practicable. Federal Highways Administration shall submit a natural channel design plan to DWQ's Asheville Regional Office for approval prior to removal of the existing ford. Photo documentation and/or an on-site visit will be conducted approximately six months after construction to ensure the stability of the in- stream structure. 3. Once removal of the existing roadbed is complete, the disturbed area shall be re-vegetated with native woody and herbaceous vegetation. 4. No work is permitted in trout buffers between October 15 and April 15 of any year, without prior approval from the NC Division of Water Quality and the NC Wildlife Resources Commission. 5. The Federal Highways Administration shall strictly adhere to sediment and erosion control Best Management Practices as described for High Quality Waters entitled "Design Standards in Sensitive Watersheds" (15A NCAC 04B .0124) throughout design and construction of the project. 6. There shall be no bridge deck drains that discharge directly to State surface waters. 7. For projects impacting waters classified by the NC Environmental Management Commission as Trout (Tr), High Quality Waters (HQW), or Water Supply I or II (WSI, WSII) stormwater shall be directed to vegetated buffer areas, grass-lined ditches or other means appropriate to the site for the purpose of pre-treating storm water runoff, and must not be routed directly into streams. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm water sheet flow. 8. All areas of disturbed ground shall be reseeded less than 15 calendar days after ground disturbing activities. 9. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or protected riparian buffers. September 27, 2005 Page 3 of 5 10. The dimension, pattern and profile of the stream above and below the crossing should not be modified. Disturbed floodplains and streams should be restored to natural geomorphic conditions. 11. Any riprap used must not interfere with thalweg performance and aquatic life passage during low flow conditions. 12. 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. 13. 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. 14. Under no circumstances shall 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. 15. All work shall be performed during low or normal flow conditions. 16. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited. 17. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained with the on-site project manager. 18. The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification. 19. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this permit without appropriate modification of this permit. Should waste or borrow sites be located in wetlands or stream, compensatory mitigation will be required since it is a direct impact from road construction activities. 20. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of Completion Form" to notify DWQ 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 Division of Water Quality upon completion of the project. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. September 27, 2005 Page 4 of 5 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 contact Brian Wrenn at 919-733-5715 or John Hennessy at 919- 733-5694. Since ly, Alan W. Klimek, P.E. Attachment cc: Angie Pennock, US Amy Corps of Engineers Asheville Field Office Mike Parker, DWQ Asheville Regional Office Marla Chambers, NC WRC Marella Buncick, US FWS File Copy Central Files Straight Fork Bridge Subject: Straight Fork Bridge From: "Finch, Nick" <Nick.Finch@fhwa.dot.gov> Date: Thu, 8 Sep 2005 10:45:10 -0400 To: "Brian Wrenn \(E-mail\)" <brian.wrenn @ ncmail. net> Mr. Wrenn, I apologize for the delay in the email. I am holding down the fort, so to speak, and with the end of the fiscal year approaching things can get interesting. I checked with the lead designer of the project about the possible impacts due to the placement of sand bags in the stream overflow channel. The area where the sandbags will be placed is an overflow channel. There may be approximately 60 feet of temporary stream impacts from the sandbags. There are several voids under the existing retaining wall in that area that will need to be filled. The sandbags will temporarily divert the stream (if there is any flow at the time) to allow for the pumping of concrete into the voids, as well as the forms required to set the concrete. The voids are not all connected, but the estimated 60 feet of temporary stream impacts should allow the contractor sufficient space to fill all of the voids. Very little soil should be disturbed by this process.and even if there is water in the overflow channel, the temporary impacts should not exceed a minor increase in sediment and turbidity in the water during the placement and removal of the sandbags. With regard to the mechanically placed stone. The rock will be placed on the upstream side of the abutment to act as a part retaining structure for the fill material. Although outside the normal flow channel the rocks will act as a riprap protection during periods of flooding and high flow. No impacts would be expected from the placement of these rocks, and after completion of construction, they should actually help to eliminated erosion around the bridge. Please feel free to contact me if you have any comments or questions, Thanks, Nick Nicholas Orion Finch Highway Engineer (Environmental) 21400 Ridgetop Circle Sterling, VA 20166 Phone: (571) 434-1548 Fax: (571) 434-1551 1 of 1 9/13/2005 2:17 PM AZOA NCDENR North Carolina Department of Environment and Natural Resources Michael F. Easley, Governor Division of Water Quality William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director August 3, 2005 CERTIFIED MAIL Brigitte Mandel Eastern Federal Lands Highway Division 21400 Ridgetop Circle Sterling, VA 20166 Dear Ms. Mandel: On 8/3/05, the Division of Water Quality received your application for the Straight Fork Bridge, PRA-GRSM 105(1), project for a 401 Certification in Swain County, North Carolina. Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for all 401 applications. Your application is being placed on hold since no payment was received with the package. The fee for applications is $200 for projects impacting less than an acre of wetland and less than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams, the fee is $475. In order for DWQ to begin review and process your request, you must send a check in the appropriate amount made payable to the N.C. Division of Water Quality. Please refer to DWQ project #051459 on the check. Also, please specify which Nationwide Permit(s) you are applying under. This information was not on the PCN application we received. If you have any questions regarding this letter please do not hesitate to call me or Robert Ridings at (919)-733-1786. ;hn ely, Henn essy ---- DWQ Transportation Permitting Unit CC: Central Files File Copy (051459) DWQ Asheville Regional Office Wetlands/401/Transportation Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NofthCarohna Phone: 919.733.1786 / FAX 919-733.6893 / Internet: http:/th2o.enr.state.nc.us/ncwetlands Natumliff U. S. Department of Transportation t asleni I oderol I ands I lighwuy I )ivision AUG 1 2005 71400 Ridgetop Circle Sioding, VA 20166 6511 Federal Highway Administration i ` North Ca Natur, Y? Division 401 Wetl; 1650 Mai Raleigh, T Subject: I Dcar Sir o1 ?vc k EG'v_U c HFPP-15 The Eastern Federal Lands Highway Division, of the Federal Highway Administration, in cooperation with the National Park Service, has prepared plans for the removal of the existing low water ford and construction of a new bridge over Straight Fork Creek located within the Great Smoky Mountains National Park in Swain County, North Carolina. The existing ford requires motorists to drive through swift flowing water on a narrow submerged concrete slab placed in the streambed. Due to the fact that the ford is subjected to continually flowing water and regular traffic use, it requires constant maintenance. Visitors approaching the ford during high water conditions, or even just during heavy flow periods, are often faced with impassible conditions. The approach road from the east (Heintooga-Round Bottom Road) is one-way toward this crossing, and visitors are reluctant to turn around and drive 13 miles out in the wrong direction on a single-lane, one-way road. Rather than doing this, visitors often forge the ford through high water conditions, placing themselves in danger. In addition to threats posed to the visitors, the waterway itself is jeopardized by the presence of materials found in all motor vehicles: gasoline, oil, grease, transmission fluid, radiator coolant, air conditioning propellant, etc. The proposed structure is a prefabricated steel truss bridge. No wetlands or open waters will be impacted by the construction of the bridge. However, sonic minor stream impacts are expected. KLE UP We have received both a U.S. Army Corps of Engineers (USACE) Section 404 Nationwide Permit #14 (Action ID 200531488) and a Tennessee Valley Authority Section 26a Approval (RLR # - 166679). We hereby request review for Section 401 Water Quality Certification for this project. Enclosed are seven copies of the project plans, the USACE permit application, and topographic map showing the location of the project. If you have any questions or concerns, please call Mr. Reid Davis, Environmental Compliance Specialist, at 703-404-6333. Sincerely yours, a"?r? -(2?a. ""a fo(Z Jack Van Dop Senior Technical Specialist (Environmental Compliance) Enclosures cc: Mr. Dale A. Ditmanson, Superintendent, Great Smoky Mountains National Park, National Park Service, Gatlinburg, TN Mr. Kent Cochran, FLHP Coordinator, Southeast Region, National Park Service, Atlanta, GA Mr. Leon Clifford, Project Manager, Denver Service Center, National Park Service, Denver, CO Mr. Mike Tomkosky, FLHP Field Liaison, Denver Service Center, National Park Service, Gatlinburg, TN Office Use Only: Form Version March 05 20051 458 USACE Action ID No. DWQ No. (if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: ? Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 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 Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here ? f/..' , II. Applicant Information " i,,?;?,, ?? 2005 1. Owner/Applicant Information Name: Federal Highway Administration ?,:??,? _ ? ;? cji.1AUTY Mailing Address: 21400 Ridgetop Circle Sterling, VA 20166 Telephone Number: 703-404-6283 Fax Number: 571-434-1577 E-mail Address: Brigitte. mandel(a,fhwa.dot. gov 2. Agent/Consultant 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: Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: Page 5 of 5 111. 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: PRA-GRSM 105(1), Great Smoky Mountains National Park - construction of a new bridge over Straight Fork and removal of the existing low water ford 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): N/A 4. Location County: Swain Nearest Town: Gatlinburg Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): From the town of Maggie Valley, go west on state route 19, then North on the Blue Ridge Parkway. Turn right onto Heintooga Ridge Road. Heintooga Ridge Road becomes Balsam Mountain Road (one way) The existing ford is located on Balsam Mountain Road. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35' 37.3" ON 083' 12.7" °W 6. Property size (acres): Total project length 0.11 miles, width of roadway and bridge approximately 14 ft. + 6 ft. disturbance for grading and misc. work. 7. Name of nearest receiving body of water: Straight Fork Creek - tributary of Oconaluftee River 8. 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 http://h2o.enr.state.nc.us/admin/m4ps/.) Page 6 of 6 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: See below for current project site conditions. The project is located within the Great Smoky Mountains National Park. 10. Describe the overall project in detail, including the type of equipment to be used: The work associated with this project will consist of the removal of the 11' wide x 95' long existing concrete water ford, the installation of a new prefabricated one-lane 14 feet clear width steel truss bridge to replace the ford, the installation of a nail laminated wood bridge deck, the installation of 42 inch high wood or steel bridge rails, the construction of two stone masonry faced concrete bridge abutments, the construction of approximately 100 linear feet of new two- way gravel surfaced approach road from the west, the construction of approximately 75 feet of new two-way gravel surfaced approach from the east, the construction of approximately 150 cubic yards of riprap or mechanically placed stone wall for erosion control and the reclamation of the natural streambed. Miscellaneous work associated with this project will include the installation of new road signs, clearing and grubbing, stone boulder placement and the installation of road shoulder material. The abutments are to receive stone masonry facing. The stone is to be round river rock similar to what was used on the recently completed Greenbriar Bridge Project. 11. Explain the purpose of the proposed work: The existing Straight Fork ford crossing requires motorist to drive through swift flowing water on a narrow submerged concrete slab placed in the streambed. Due to the fact that the ford is subjected to continually flowing water and regular traffic use, it requires constant maintenance. Additionally, utilization of a ford crossing through an active waterway has inherent risks associated with it. High water conditions can occur within this waterway year round and with little or no warning to the Park or those visitors using the loop drive. Visitors approaching the ford during high water conditions, or even just during heavy flow periods, are often faced with impassible conditions. The approach road from the east (Heintooga-Round Bottom Road) is a one-way toward this crossing and visitors are reluctant to turn around and drive 13 miles out in the wrong direction on a single lane one-way road. Rather than doing this, visitors often forge the ford through high water conditions placing themselves danger. In addition to threats posed to the visitors, the waterway itself is jeopardized by the presence of materials found in all motor vehicles: gasoline, oil, grease transmission fluid, radiator coolant, air conditioning propellant, etc. IV. Prior Project History Page 7 of 7 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 pen-nits issued for prior segments of the same T.I.P. project, along with construction schedules. We have received a Section 404 USACE Nationwide 14 permit on July 27,2005 with an expiration date of 3/18/2007. Action ID for this permit is 200531488. We have also received a TVA permit Section 26a approval - RLR number 166679. 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. No future oroiects. 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should 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. Provide a written description of the proposed impacts: No wetland impacts. 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, senarately list imnacts due to both structure and flooding. Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact (indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres) es/no (linear feet Page 8 of 8 N/A Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: N/A 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, 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. To calculate acreage, multi ly length X width, then divide b 43,560. Stream Impact Perennial Average Impact Area of Number Stream Name Type of Impact Intermittent'? Stream Width Length Impact indicate on ma Before Impact linear feet acres Bridge Straight Fork Construction with 1 Creek associated Perennial App. 50 ft. App. 20 ft. .02 abutments and wingwalls 1 Straight Fork Removal of Perennial App' 50 ft I V wide x 02 Creek existing ford 95' long Placement of 150 cubic yards of riprap or mechanically Straight Fork placed stone wall 1 Creek for erosion Perennial App. 50 ft. 20x50 ft. .02 control and the reclamation of the natural streambed 20x50 ft. 02 Total Stream Impact (by length and acreage) (overlap ping) 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Page 9 of 9 Open Water Impact Site Number indicate on ma Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact acres none Total Open Water Impact (acres) 6. List the cumulative impact to all Waters of the U.S. resulting from the project. Stream Impact (acres): .02 Wetland Impact (acres): 0 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) .02 Total Stream Impact (linear feet): 20 Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. 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.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: VII. Impact Justification (Avoidance and Minimization) Expected pond surface area: 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. Page 10 of 10 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 January 15, 2002, mitigation will be required when 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 NCEEP 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 Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm1. 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. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Page 11 of 11 Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ? 2. 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 3. 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 (required by DWQ) It is the applicant's (or agent's) responsibility to determine, 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. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No 2. If "yes", 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. * Impact Required Zone r? ro F o*? Multiplier r... .. 1 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 12 of 12 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or.0244, or.0260. XI. Stormwater (required by DWQ) Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. No new impervious area. XII. Sewage Disposal (required by DWQ) 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. XIII. Violations (required by DWQ) 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. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XV. 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 may 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). Page 13 of 13 -7,1-o5 Applicant/Aov?!'s Signature Date s signature is valid only if an authorization letter from the applicant is provided.) Page 14 of 14 ns,)M :wnle(l o-6l :I!gla(l oo8`Z1 : 1 ,aleaS 1J oos! SgSfj .elea aaanoS 96obo HW `91nowIBA aw'oala(16661(b14Nlagdo,) spenaodoy (l-f A/A r??ot - ;....? •_..? _.? ; ` `~???_;?/ i ? ? r ?; fir`' \ - /` ?£ ?/ )lr t E / 1 U. S. Department of Transportation Federal Highway Administration astern I CderciI I ( in s lighwuy Divisiorn 71400 Ridgetop Circle Sterling, VA 70166 6511 AUG 19 2005 Refer to: HFPP-15 Mr. John Hennessy North Carolina Department of Environment and Natural Resources Division of Water Quality Transportation Permitting Unit 1650 Mail Service Center Raleigh, NC 27699-1650 8 0 J91 5 o ?OpS - W'c T(,gNOSq ? T??MwgT(ny ?RB?N?H Subject: Project No. PRA-GRSM 105(1), Great Smoky Mountains National Park Construction of Straight Fork Bridge Submittal of Fee for 401 Water Quality Certification Dear Mr. Hennessy: Per your request, please find the enclosed check for $200.00 necessary to process our application for 401 Water Quality Certification review. The Division of Water Quality project number for this application is 051459. To summarize, the Eastern Federal Lands Highway Division, of the Federal Highway Administration, in cooperation with the National Park Service, has prepared plans for the removal of the existing low water ford and construction of a new bridge over Straight Fork Creek located within the Great Smoky Mountains National Park in Swain County, North Carolina. If you have any questions or concerns, please call Mr. Reid Davis, Environmental Protection Specialist, at 703-404-6333. Sincerely yours, Brigitte A. Mandel Environmental Compliance Specialist Enclosure P A CK. NO. DATE ? 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