Loading...
HomeMy WebLinkAbout20030546 Ver 1_Complete File_20031119 Ar?9 I* r? 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 DWQ Project No.: 0 3054P( County: I?s#8 Applicant: 11c -,Qo-r Y7E.Z.?i? b ??l l WeAIW 1514-1-244-1 Project Name: Date of Issuance of 401 Water Quality Certification: v-- -r- 0 3 Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and. any subsequent modifications, the applicant is required to return this certificate to the 4d1/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. 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 Cert(fication • . hereby state that, to the best of my abilities, due care and diligence I, 17EIv.,?iS - Ze2,VAt& IE7 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: K Date: Agent's Certification 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•andintent of the-401 ? Water Quality Certification and-Buffer Rules; the-approved plans and specifications,:. and other supporting materials: Signature: If this project was designed by a Certified Professional Date: r I; 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 Perhiittee 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 ' -. N. C. Division of Water Quality, 401 Wetlands Certification Unit, LANDS 401 GROUP 1650 Mail Service Center, Raleigh, NO 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NO 276042260 (Location) (919) 733-1786 (phone), 919.733-8893 (fax), (http://h2o.enr.state.ne.us/ncwetlands NOV 9 2003. WATER QUALITY SECTION ATF Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources 7 T__ y Alan W. Klimek, P.E. Director Division of Water Quality May 5, 2003 Ashe County DWQ Project No. 030546 Bridge No. 320 on SR 1342 APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. R. C. McCann, P.E., Division Engineer NCDOT Division 11 P.O. Box 250 North Wilkesboro, NC 28659 Dear Mr. Slaughter: You have our approval, in accordance with the attached conditions and those listed below, to impact 145 linear feet of Stag Creek in order to replace Bridge No. 320 on SR 1342 in Ashe County. The project must be constructed in accordance with your application dated December 3, 2001 (received April 28, 2003). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Nos. 3366 and 3404, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 33 and 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. 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 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 be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. NCDOT shall implement Best Management Practices for the Protection of Surface Waters (NCDOT March 1997) and adhere to Design Guidelines for Sensitive Watersheds [15A NCAC 4B .0124 (a) - (d)] 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 10 days of ground-disturbing activities to provide long term erosion control. The "+" indicates that these streams are subject to special management conditions and drain to Outstanding Resource Waters according to the DWQ stream classification schedule. 2. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout spawning season of October 15 through April 15, as determined by the North Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from sedimentation during construction. In addition, NCDOT shall be subject to any other conditions determined by NCWRC as necessary to protecting species and habitat. 1 Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 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. The dimension, pattern, and profile of the stream and floodplain above and below the base flow barrel (pipe number 1) shall not be modified by widening the stream channel or reducing the-depth of the stream. The structure shall be designed and installed to allow for fish and other wildlife movement as well as prevent headcutting of the stream. 5. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical. If rip-rap is necessary, it must be limited to the stream bank above the high water mark. Rip rap shall not be placed in the stream bottom. 6. 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. 7. 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. 8. 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. 9. 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 the structure to document correct installation. 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 Ms. Beth Barnes at 919.715.8394 or Mr. Steve Mauney of the Winston-Salem Regional Office at 336.771.4600. Sincerely, Attachment Klimek, P.E. cc: Wilmington District Corps of Engineers John Thomas, USAGE Raleigh Field Office NCDWQ Winston-Salem Regional Office Central Files File Copy .?? ?. 401 ISSUED STA=TE OF NORTH CAROLINA "ffkRTMENT OF TRANSPORTATION MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 GOVERNOR PHONE: 919-733-2520 FILE COPY December 3, 2001 Mrs. Jean Manuele U. S. Army Corps of Engineers 030546 Raleigh Regulatory Field Office 6508 Falls of Neuse Road, Suite 120 Raleigh, NC 27615 Subject: Nationwide Permit #14 & #33 Bridge # 320 on SR 1342 Ashe County, North Carolina Project Number: 5.7152 TIP # (B-4412) i Dear Mrs. Manuelw.` LYNDO TIPPETT SECRETARY 4%#V' 19 pp? qP? */-41r190U 'nog qu1sho/pN The NC Department of Transportation is scheduled to replace the existing substandard Bridge #320 on SR 1342 in Ashe County. The proposed new structure is a triple barreled @ 16' x 8' reinforced concrete box culvert (RCBC) 105' long. The entire culvert will be buried l' below the existing streambed grade. The two stormwater barrels with have 2' high sills (1' buried) thus directing all base flow into the third barrel. Please note that sill height may be modified as per WRC recommendations. Baffles will be installed as per WRC recommendations. All excavated natural streambed material will be placed into the stormwater barrels as directed by WRC. Miscellaneous rip-rap impacts will total 40 linear feet or less. New stream impacts =1451n. feet. This culvert will be constructed approximately 200 feet downstream of the existing bridge in order to eliminate a sharp curve in the roadway. This will also eliminate the need to construct a temporary detour. The 105' length of the culvert is needed to accommodate the amount of fill that is required to complete the roadway. Construction of this project will necessitate impacts to waters of the United States in the New River Basin. Bridge #320 crosses Stagg Creek (Class: C, Trout +). The Division 11 Environmental Officer reviewed this project for the presence of threatened and endangered species on November 29, 2001. The subject project has been determined to have no effect on any listed threatened or endangered plant or animal species. Historic compliance work will be scheduled and concurrence with the State Historic . Preservation Office will be obtained if required. P. O. Box 250, N. WILxssBORO, NC 28659 PHONE (336) 667-9111 FAX (336) 667-4549 Mrs. Jean Manuele Bridge #320 on SR 1342 Page 2 December 3, 2001 The replacement of Bridge #320 with the proposed RCBC will require temporary dewatering. Impervious dike "A" will be installed followed by the construction of culvert barrel #1. Once barrel #1 is complete, impervious dike "A" will be removed. The stream will then be routed into barrel #1 by constructing impervious dike "B". Barrels #2 and #3 (stormwater barrels) will then be constructed. Once barrels #2 and #3 are complete, impervious dike "B" will be removed and the roadway will be completed (see attached erosion control plan for a diagram). Any dirty water located inside the construction area will be pumped into a silt bag. The dewatered area will total approximately 750 square feet or 0.017 acres. Acceptable impervious dike materials shall include sheet piles, sandbags and/or the placement of an appropriate sized stone lined with polypropylene or other impervious fabric. The modifications proposed in this application should not remove or degrade existing water quality uses. By utilizing the erosion control measures outlined in the attachments to this application, downstream water quality standards will be protected. Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control measures, a marked county map, a marked topography map and photographs. By copy of this letters it is requested that Mr. Ron Linville, Mountain Region Coordinator, with the North CarolinaVildlife Resources Commission comment directly to you concerning the 404 Nationwide Permit application with a copy sent to me. A trout buffer zone encroachment variance will be requested for this project. It is requested that Mr. Ron Linville contact me at his earliest convenience to schedule a sight visit in order to finalize sill height and baffle dimensions. By copy of this letter, I am forwarding seven (7) copies of this application package to Cynthia Van Der Wiele, NCDENR, Division of Water Quality, 401/Wetland Unit, for her review. A $200.00 check is enclosed for the 401 certification processing fee. It is requested that any comments related to the 401 certification be forwarded directly to the Corps with a copy sent to me. We would like to begin construction as soon as possible. If further information is required, please . let me know. Your early review and consideration will be greatly appreciated. Sincerely, ;iv4a ..,/ Heath Slaughter Division Environmental Officer Enclosures Mrs. Jean Manuele Bridge #320 on SR 1342 Page 3 December 3, 2001 cc: Jean Manuele, US Army Corps of Engineers (1 additional copy) Ron Linville, Western Piedmont Region Coordinator, NCWRC Cynthia. Van Der Wiele, Division of Water Quality (7 copies) Matt Gantt, PE, Land Quality Regional Supervisor R. C. McCann, PE, Division Engineer Heath Slaughter, Division Environmental Officer Neil Trivette, Roadside Environmental Field Operations Engineer Dennis Bennett, Bridge Maintenance Engineer Office Use Only: Form Version April 2001 `fl30546 USACE Action ID No. DWQ No. 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 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 & 33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment intp the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? H. Applicant Information 1. Owner/Applicant Information Name: North Carolina Department of Transportation Mailing Address: P. O. Box 250, North Wilkesboro NC 28659 Telephone Number: (336) 903-9236 Fax Number: (336) 903-9239 E-mail Address: hslaughter@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: Heath Slaughter, Division Environmental Officer ation Company Affiliation: North Carolina Department of Transport Mailing Address: P. O. Box 250, North Wilkesboro NC 28659 Telephone Number: (336) 903-9236 Fax Number: (336) 903-9239 E-mail Address: hslauPhter@dot.state.nc.us Page 3 of 12 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 fullsize 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: Bridge #320 on SR 1342 2. T.I.P. Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): N/A 4. Location County: Ashe Nearest Town: West Jefferson Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): From West Jefferson, travel north on NC 88 Turn right onto SR 1342 near Warrensville. 5. Site coordinates, if available (UTM or Lat/Long): UTM: 17 451536E 4035247N (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/Farm 7. Property size (acres): Approximately 0.2 acres. _ 8. Nearest body of water (stream/river/sound/ocean/lake): Stagg Creek (Class: C. Trout +). 9. River Basin: New (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/mgps/.) Page 4 of 12 10. Describe the purpose of the proposed work: Replace existing stream crossing. 11. List the type of equipment to be used to construct the project: Trackhoe/backhoe. 12. Describe the land use in the vicinity of this project: Residential/Farm 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. V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: N/A 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. Page 5 of 12 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream linear feet Type of Wetland*** N/A * List each impact separately and identify temporary impacts. Impacts include, but are not lmutea to: mecnamzea ctearnng, graamg, my excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains 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 htto://www.femasov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: 0 acres Total area of wetland impact proposed: 0 acres 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Length of Average Width of Perennial or Site Number Typtof Impact* Impact Stream Name** Stream Before Intermittent? (indicate on map) (linear feet) Impact (please specify) Replace Bridge Bridge #320 with triple 105 feet Stagg Creek 6 feet Perennial barreled RCBC Riprap Bridge #320 placement for 40 feet or Stagg Creek 6 feet Perennial bank less stabilization 125 In. feet or 750 Bridge #320 Temporary square feet Stagg Creek 6 feet Perennial Dewatering (0.017 acres) * List each impact separately and identify temporary impacts. Impacts include; but are not nrmtea to: culverts and associated np-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.usss.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g, www.tonozone.com, www.mapguest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 145 In ft of new permanent impacts. Page 6 of 12 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 ma Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: nu, 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 Kalve or spillway, etc.): N/A draw-down, Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: 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 existing bridge must be replaced for safety reasons The proposed RCBC will be buried F below existingstreambed grade and base flow will be directed into one barrel to mimic existing stream dimensions pattern and profile Forty linear feet or less of rip-ran will be needed to stabilize the slopes in the immediate vicinity of the new crossing The existing bridge is being replaced with a RCBC as a cost saving measure. Page 7 of 12 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 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 requir6.4 mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An?dpplicant 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/ncwetlatids/strmgide.htrnl. 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. N/A Page 8 of 12 2. Mitigation 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 htta://h2o.enr.state.nc.us/wrp/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 IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds 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 N 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 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. Will the project impact protected riparian, buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No N If you answered "yes", provide the following information: Page 9 of 12 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 1 3 2 1.5 Total * Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. M. XH. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., 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 Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss storrawater controls proposed in order to protect surface waters and wetlands downstream from the property. All appropriate best management practices for sediment and erosion control will be implemented during construction 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. N/A XIH. 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 Page 10 of 12 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 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). Z /3/0/ A61icant/Agent's Signature? Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Arn)y Corps Of Engineers Field Offices and County Coverage `C'` Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell US Army Corps of Engineers Avery Clay Jackson Polk 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones US Army Corps Of Engineers Bertie Dare Lenoir Post Office Box 1000 Camden Gates Martin Washington, NC 27889-1000 Carteret* Green Pamlico Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only Page 11 of 12 Next resolution % selected 100 n ? Pan Image Size (Pixels) 600 x 800 ashe-basemap 100% zoom, 600 x 800 (width x height pixels) 1337 Greer Chapel LANSING 135 POP. 1 67 ' 1394 1341 470 CoMgt 13348 [1y347 1352 45hIe Chopel 13 49 1346 ? 1.351 1341 1394' '7,? 1384 P % 134-2 -,.- 7 1343 V 2 1347 fVi Tt ? r"? f `f 342! 134 -320 'b ., 1. 5 6 1340 L? Dresden5 3<? o 342 Oak Grave ?e2 1 129 1-1 ch. } ( Iti •? 9 J 448 . as ion ? ? •"? 1508 1128 1130 >f 2 441) 1185 r 5 o 1198 R` 474 1193 1 131 C r + 2/22/012:55 PM analft 01 com Target is UTM 17 451536E 4035247N - WARRENSVILLE quad (Quad Infol `tAopozone.com , i ?? ?? ?, r L -J f: t s'•Copjrright02000 Maps ala Brie lnc ,• " f , 5f `' yH ?S t r i , _?? -=?1`•_- ?• - ..?? (f ??r ?'' ?. ^` ° 1?'I _ y + ??? /t 7 f ?`f )(' .i . '?r.' ,'?1 .: ? ?`i I j t?.5• f ?.` ? r'I6-r, .,`. 77. ...? _\` . ''`;?? ?? ?t • ?` f' r ...?V `? ?r -.i 1, \ .1 ; ?} - 1 .-,.. _?_.,, ?, ? _. tit . - t 1 r?r • 1 ? ?,``.-?-Y• • ^?, i 1? . ?c? ??--•ti, .?-- %? , °. t b Wiz; --- 1?? ?l I r •w \ r w \ !'.' •• _ I? ?. / J } `!i` It+. -! =?•-?.-.++ 4 \?1 . ins\e ? ?_ t! ? -, ..____ ??? ?,.;. ti_ ?=1_.//I 1..? I • - -.:. ? •?•ai'?ti ?\ ?\ ffl. ? 1 • ti '-°?• lt?,•?_-_-`'... .?_? [,3 i_3,?,/?`' '1`.. _. =_ /fii4?', ? `,\ ?f ,`? ??/ /u:• C t ice.) 1`' `• r` - +t r"- 'T ?1, -17 ?? l ?i ^•.:•?• 4 ? ?r^??Ji? I t?; r• :.ti. , _ J`?Li-? r f C ?''\ ` \ ?~? ? ? / ,(r ? - i .a-?f / '?'?ti.../ i< <I f 1 t 111 r ?\ 1 Y _=?1 1.1? ` Mlle !f' r '?--?•_.-.'" c: ?. ',?',?,• i''? ? i !.? '.`tires .j f r'??`?, ; "'? \{?? •M ? yv? ti'^ ?? ?, ?' ? ~•i.,`~? t >a .•-z_?•-?- ?$? ,: S `J ,Yi''1?+ l'+??Z9?, / ,• J?. tr-ri?'"ti\?'i ?'- r\ ,' ' `..' 1 ? ?`?• ?? `???ys•?•?7??r ' /??. i? y L''? ?,?s? t _,. ? ? ?' . i ?• j?/':j `?, ti } tiT?t':?` ,?,,: -` ; r. _r- l I f \1 _ V .t? !F~, ? ?` i, f i! %i ! i j /r "i if ". t i ?? I ! '? - -_ ,?.lr. f ' f ) •' femur.. ? J - i ?f t •?,,`.i?ti l?O ?(!! ?vl.-`\,? 1,,?. ?? i •tr ?? ? . Q'??. ` jf+T t h; i\ ,?'',` !.'r r'' .? ?? ` ??, 1 - _ } ? •r' \ . ! `?/?f s.J?? /!/i•___' ' r ??N ?' If L J f ?y ??l i( `r?: \ ? ? ?!^'-_?`,'?,'! / `F' ? J ?? 11?,] ?StI? .?f?.t?: ?is,t ? /.?r ??! .1....t.t- +i..?:-""'L?;?J.'lfi? 0 500 1000 1500 2000 { meters' 1 0 0.5 1.0 { { miles http://www.topozone.com/print.asp?z--17&n=4035247&e=451536&s=25 11/28/01 Top: Bridge #320 over Stagg Creek on SR 1342, Ashe County. Bottom: Downstream view of Stagg Creek at proposed culvert location. CULVERT CONSTRUCTION SEQUENCE LPLACE PROPER EROSION CONTROL DEVICES (SILT BASINS, TEMP. DIVERSION, SILT FENCE ECT.) ALL DEVICES SHALL BE MAINTAINED 2.INSTALL TEMPORARY DIVERSION IMPERVIOUS DIKE A 3.CONSTRUCT BARREL #I (ANY UNCLEAN WATER FROM CONSTRUCTION AREA WILL BE PUMPED INTO A SILT BAG) 4.RELOCATE TEMPORARY DIVERSION IMPERVIOUS DIKE B TO DIVERT FLOW INTO BARREL #1 5.CONSTRUCT BARREL #2 and #3 6.REMOVE TEMPORARY DIVERSION TCOMPLETE ROADWAY. 4 ?'ILt. W iTH ?md d D?? opt ° ? --T- G 1 TYPICAL S ECTt eN ?" ?s1?E BOX VARIA3LE TRANS 1TlaN FR-14 -NATuRQL cRAW14EL To Nb;crHERN 6wweR7- WAU- I I I s'M 0.5??--- - 13Ac.K 'Etta, WIT} GZ:*-Ri 7/?F6 A14 1 V t3EP MATER I..' LD' 4 TYPICAL SECTION TRAMSMON UPSTREAM AND :DOWNSTREAM OF CULVERT (NOT To SCALE) r? .T '? S i?t f,. CI V O? W A ? W N -•' ? n 00 -1 ?myw(Cn1-cY (C?CA(?my A M4 ?i• z=t ?v -i -jmm Z ?0C m ?JOC stn y O Z0 mm° ?y? fAmnCmyZ Z m to OMD nZF_n w? y m Z m O m b .x J 0 N CO -4 rn A 0 Z O A * O O Z O N pplt n b ? a zp m A `` M goo O i V WWW A N .n m ? o e mm / ( NISI m' aka ? ? a4 r / o? m 0 Z a N H ? N? y y a6 V I >vn°?? na ?. ??•?•?? so say ?? v`?? -O? ? ° n? Y' ?-?? iay v a mod - qv? 2Zu v3•iul °2S? g ° p 9T a4. ^s 3 N=' y E mG?o.y?._ -3Oi oa Q' 'a?E a g3o ?. ?•' ? R.oa ga€ ° •°" 3 23c $?= x- iF5- o o•?' °°n c?s"=;g°-.?5 -o'a c c?;?3?aE a ` ?? 9QS•ao ?•n???- gu?.3 .'-'O O. ZS 03° n'_° as Zs;gP x 3 33 3d'a n: si3 a.e a2a•?. a "D 34 34 a ?•3Y3 e.8 g E. o:`V ?? is"83 gg 2S,R: R °}$.3ija 3 °'?=7 °4 YS pppppppp3pao° 3 c 3 .3,o ?° °c a,?oa T S.^ LLy,Iy 1s ?. ° ° s °3 ?'a4 $ .? °?d?' yy 1 . ?$_3??•L` Yid 3?8 ga?°.73 u:'3?7".rNa '?3 gTj:°?$ S•ni 3:. 9r92 sa'?' '?..w3 a- . 1w gx.3a -? c m d • a n3 2Rx a $iTff a t ?, Y• ? d ? ?'? e ? ? ' ? ? ?:. 2 _" • °. ?. ga. R = y- g, ? ?'? a i o' o .. ? ?, g d. 3 ? ?' o• 'h, g. ? • o i Z ? oiapo So H 3 i ?° 3 °°,nS g ° 3F O p0 q • £ ? 6 O ? d S w ? a m -Nly m 0 a n M Z O ? . 0 ?7oN a m :? ? ® Z ° 8 Y H 0, 90 ° ? g P®? is m O z $? No za o o ?7 N co ® P 'P ae) 8 O : n 9 A ? N p'a 3 Z sm o n °° a o C1a 3 3 =At a 81 a. A a o0 era. °? moo°°p?OO v V CL 3 v o o o s ° o e m e o s °. ° o' 3 ttogn emu` °. 5 a. 3 0 ?? 3 e,° m a•3 o m o gee c~ S • °23 'c 3s°s ?Sm ooc '??>>?na °3°o 3M'3 '- D1s° sm «°m °O2?a3' 0 0 Soo' 'S3 0 o?•.5,. oc.osg?03o o0CL 3? mne.sT 1? am ;?oogQ° o w p ?m' 0 3_ o o S a? ?3 ?-? °c2o 7 wa O O Q' 4 S0-- on O 3' 7 ^? ^• 3 « o a c° o• n S p•O n O • m oL? -3??a 0 Sg? ° ` m o ° • s o ? T Z O nn m Z ;a v m m 22 O0 X. Z D A ? Oj r O ayG 0 Z m 0 m m P ZZ C r r ® • o O ?d I°! A pro / ~" A c? A m; i 7 H C=1 [ v zzr o 0,0, ro ?x?c m G? Y ' A_ ,x z? ??.] Vii ? C y z 13-NOV-?00110.•II C:?rdy\320\ashe320.prl 01. 1 4 0 0 1 0 =1 OD ?o 4 0 4 Q 0 _ O R r , - l t - i _ N D D - ±i - ?- M - 1 f r. . vN fr - I - $ r m 7 N « Z l rl - ll ? F _ _ - 1 ± cn O D OF r 1 ; 1 O -+ I I ' I LI D J : g - 4 - - z W N m ;o D - T - T -- - - - -- - - - -+ LA' c = t • . I + - fh K m - - v - m m t 1 . r r r r < +r + !1 I i I - _ (jl '! • '?! 't'} T l'- re Tll f Z r ? ' !- ?7. 1-t 'I'Y +r T- + t' T:. T T FT - -H-f+ 4 -e- 1-}- _ A TF U T: Tr I - _ Y - - - - - :?? - . - _. - _ - - I - - _ -I - - - _ - - - - -- - -- - - -- - - - -' - - -' -- _ -- I: _ - - -- - _- ' I _ - -- -- - - -- - - _ - T - - - 4 I - - - i -? t-f- 4 . .. - - - - - - _ 44 -- - - - - - - - V f _ r _ I t ti + h t - - ®R r _ r =t _ 1 = - - _ _ _ t - 1 -?? I t 11 . _ I II :F - - -- - -- -- -- -- -- - - - T IT - H -1 4 -I S 4 = 4 1- t - - - - - - - - - 4r- T r- - - 1-1111 _ - - - _ - - _ _ - - -- - - - I r ' _- - - - - t -1 0 * 4 1 -It % ] -I - - - - - -- - - - -- -' -? -- - - -- - -T . -- -- .. " r-I ? -? - - - - - -- - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - -- - -- - -- - - 4 1 1 r I I F? _ - -- - .. . - - - -- - I - 41 4 :1 TI H H + t $ 1T I -IT : T O— - _ 1 - --- T 4 4 1 4 ._ - - - - - - _ - _ _ s _ - ?_ _ - - _ - _ - _ -- - - - _ _ - - _ _ _ r y- -_ .. I- __ -. _ _ _ __ _ 1 - 4 T V IT IT T11 -- - - - - P i T # e En ff i oy ,,,a e??o .?e..W- STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT GovERNoR PHONE: 919-733-2520 SECRETARY Mr. John Thomas U. S. Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of Neuse Road, Suite 120 Raleigh, NC 27615 . April 23, 2003 4py Subject: Nationwide Permit Expirations Bridge #204, Alleghany - Project # 5.7052027 (DWQ Permit Fee: $200) Bridge #320, Ashe - Project # 5.7152 (DWQ Permit Fee: $200) Bridge #327, Caldwell - Project # 5.7152 (NO DWQ Permit Fee Required) Dear Mr. Thomas: The previously issued Nationwide Permits for the above noted projects have expired (see attached). These projects have been delayed for archaeological review, materials and/or right-of- way issues. These issues have now been resolved and we therefore request that these permits be reissued. No design changes have been made since the initial application. By copy of this letter, it is requested that the Division of Water Quality reissue the corresponding 401 Certifications as well. Please note that Bridge 9320 in Ashe County is a high priority for us and we would certainly appreciate an expeditious response if possible. If further information is required, please let me know. Sincerely, A?4?p? -.4 Heath Slaughter Division Environmental Officer Enclosures cc: Cynthia Van Der Wiele, Division of Water Quality R. C. McCann, PE, Division Engineer Heath Slaughter, Division Environmental Officer Neil Trivette, Roadside Environmental Field Operations Engineer PAYMENT Dennis Bennett, Bridge Maintenance Engineer RECEIVED P. O. Box 250, N. WILKESBORO, NC 28659 PHONE (336) 667-9111 FAx (336) 667-4549 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID. 200220289 & 200220290 County Ashe GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner/Agent: NCDOT/SR1342Bridge No. 320B-4412 Address: Attn: Mr. R.C.McCann, P.E., Division Engineer Post Office Box 250 North Wilkesboro, North Carolina 28659 Telephone No.: (336) 667-9111 Size and Location of project (waterway, road name/number, town, etc.): Bridge No. 320 on SR 1342, northwest of NC 88, southwest of Lansing, North Carolina. The project is located adjacent to, and below the headwaters of, Stagg Creek. Description of Activity Mechanized landclearing, excavation and the discharge of fill material associated with the replacement of the existing bridge with a 105-foot long triple barreled 16' by 6' reinforced concrete box culvert. The culvert will permanently impact 105 linear feet of previously unimpacted stream cliannel along with the placement along 40 linear feet of stream bank for bank stabilization. Permit also authorizes the placement of fill material for the proposed dewatering during construction, impacting 0.017 acre of surface waters. Please note that the recommendations in the attached letter, from. the North Carolina Wildlife Resources Commission dated December 7, 2001,.are also permit conditions. X Section 404 (Clean Water Act, 33 USC 1344) only. Section 10 (River and Harbor Act of 1899) only. Section 404 and Section 10. 14 & 33 Nationwide General Permits. Any violation of the conditions of the Regional General or Nationwide Permit referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army Regional General/Nationwide Permit verification does not relieve the undersigned 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. By signature below, the permittee certifies an understanding and acceptance of all terms and conditions of this permit. Regulatory Project Manager Signature n, Z. Date 14 December 2001 Expiration to NW14-18 March 2002; NW33-11 Feb 2002 SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. Note: When the nationwide permit authorization expires, activities, which have commenced or are under contract to commence, in reliance upon the nationwide permit, will remain authorized. This is provided the activi is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation. rvumaw r. casirsy, %avvcn iv1 OF W TFi9 William G. Ross Jr., Secretary OI'll QG North Carolina Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D. > Acting Director O Division of Water Quality December 17, 2001 Ashe County DWQ Project No. 011774 Bridge No. 320 on SR 1342 TIP Project B-4412 APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. Heath Slaughter, Division Environmental Officer NCDOT Division 11 P.O. Box 250 North Wilkesboro, NC 28659 Dear Mr. Slaughter: You have our approval, in accordance with the attached conditions and those listed below, to impact 145 linear feet of Stag Creek in order to replace Bridge No. 320 on SR 1342 in Ashe County. The project must be constructed in accordance with your application dated 3 December 2001 (received 5 December 2001). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3289, 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. 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 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 be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the brook and brown trout spawning season of October 15 through April 15, or as otherwise determined by the North Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from sedimentation during construction. 2. Stormwater must be directed to buffer areas 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 storm water sheet flow. 3. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds [ 15A NCAC 4B .0024]. 4. Temporary or permanent herbaceous vegetation must be planted on all bare soil within 10 days of ground-disturbing activities to provide long term erosion control. NCDOT is encouraged to use existing on-site vegetation and materials for streambank stabilization. 5. The length of the RCBC shall be minimized to the extent possible and practicable. 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/ 6. The RCBC shall be designed and constructed so that it can be installed one foot below streambed grade to enable waters to flow without freefalling or damming on either end during low flow conditions and ensure passage of all aquatic life. Three barrels will be installed; only one barrel should be placed so as to receive base flow. NCDOT is encouraged to implement natural stream structures such as cross veins and W weirs to direct flow to the barrel. The other two barrels should be elevated or silled to receive only storm flows. The dimension, pattern, and profile of the stream and floodplain above and below the base flow barrel shall not be modified by widening the stream channel or reducing the depth of the stream. Disturbed streams and floodplains should be restored to natural geomorphic conditions. 7. The base flow barrel (westernmost barrel) should be baffled with 4-5 (approx. 8" high) alternating baffles (approx. 11" long), in a manner that mimics existing stream conditions. The baffles shall be placed in a manner that maintains stream pattern and that smoothly reconnects to the existing stream. 8. The height of the upstream and downstream storm water barrel sills (4) should be determined by the Division Environmental Officer after flow is turned into the base flow barrel. The height of the storm water sills should only be as high as necessary to maintain.existing stream and floodplain conditions. 9. All work shall be performed during low flow conditions. 10. Disturbance of the stream channel must be limited to only what is necessary to perform the culvert installation. 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. 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 hasleen 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. 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 Ms. Cynthia Van Der Wiele at 919.733.5715 or Ms. Jennifer Frye of the Winston-Salem Regional Office at 336.771.4600. Sincerely, Gregory J. Thorpe, Ph.D. 010, Acting Director Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office NCDWQ Winston-Salem Regional Office Central Files File Copy I U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID. 200220466, 200220467 County Allegheny GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner/Agent: NCDOTBridge No. 204/SR 1328/5.7152 Address: Attn: Mr. R.C.McCann, P.E., Division Engineer Post Office Box 250 North Wilkesboro, North Carolina 28659 Telephone No.: (336) 667-9111 Size and Location of project (waterway, road name/number, town, etc.): Bridge No. 204 on SR 1328, immediately east of NCI 13, west of Sparta, North Carolina. The project is located adjacent to, and below the headwaters of, Crab Fork. Description of Activity Mechanized landclearing, excavation and the discharge of fill material associated with the replacement of Bridge No. 204 with two lines of 50-foot long 103" X 71" corrugated steel pipe arch (CSPA) with a concrete headwall. The project will impact 50 linear feet of previously undisturbed streamthannel and will involve the placement of rip rap along 40 linear feet of stream bank for bank stabilization. The project also involves the temporary dewatering of 70 linear feet (0.01 acre) for culvert installation. CONDITION: All recommendations in the attached letter, from the North Carolina Wildlife Resources Commission dated January 3, 2002, are hereby incorporated as special conditions of this permit. X Section 404 (Clean Water Act, 33 USC 1344) only. Section 10 (River and Harbor Act of 1899) only. Section 404 and Section 10. 14 & 33 Nationwide General Pen-nits. Any violation of the conditions of the Regional General or Nationwide Permit referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army Regional General/Nationwide Permit verification does not relieve the undersigned 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. Regulatory Project Manager Signature Date 28 January 2002 Expiration D e-NW14-18 March 2002, NW 33-11 Feb 200 SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. Note: When the nationwide permit authorization expires, activities, which have commenced or are under contract to commence, in reliance upon the nationwide permit, will remain authorized. This is provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation. OF w H 1_4Z'9 A QG co 7 o ? mianaei r. tasiey, %auvemur William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D. Acting Director Division of Water Quality January 4, 2002 Alleghany County DWQ Project No. 011882 Bridge No. 204 on SR 1328 APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. Heath Slaughter, Division Environmental Officer NCDOT Division 11 P.O. Box 250 North Wilkesboro, NC 28659 Dear Mr. Slaughter: You have our approval, in accordance with the attached conditions and those listed below, to impact 90 linear feet of Crab Fork in order to replace Bridge No. 204 on SR 1328 in Alleghany County. The project must be constructed in accordance with your application dated 20 December 2001 (received 27 December 2001). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3289, 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. 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 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 be valid, you must follow the conditions listed in the . attached certification and any additional conditions listed below. 1. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the brown and brook trout spawning season of October 15 through April 15, or as otherwise determined by the North Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from sedimentation during construction. 2. Stormwater must be directed to buffer areas 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 storm water sheet flow.' 3. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds [ 15A NCAC 4B .0024]; see NCDOT publication, Best Management Practices for the Protection of Surface Waters (March 1997). 4. Temporary or permanent herbaceous vegetation must be planted on all bare soil within 15 days of ground-disturbing activities to provide long term erosion control. NCDOT is encouraged to use existing on-site vegetation and materials for streambank stabilization and to minimize the use of rin ran. 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/ Z U. S. Action ID. 2002202 GENERAL PER Property Owner/Age Address: Attn: Mr. R Post Office North Wilk( Telephone No.: (336) Size and Location of SR 1350, east of SR 1 to, and below the heal Description of Activi Mechanized landcleai replacement the existi will involve the place that the recommendat Commission dated Ni X Section 404 (G Section 10 (Riv. Section 404 anc 3. Nationwi& Any violation of the c may subject the perm action. This Department of t the undersigned perm local approvals/perm before beginning wo By signature below, ' conditions of this pe Regulatory Project Date 14 December SURVEY PLATS, F ATTACHED TO TI Note- When the nat are under contract to This is provided the permit's expiration, i 5. The pipes shall be designed and constructed so that it can be installed one grade to enable waters to transport sediment and ensure passage of all aqu, dimension, pattern, and profile of the stream and floodplain above and bel not be modified by widening the stream channel or reducing the depth of t floodplain benching should be restored to natural geomorphic conditions ii headwall and upstream and downstream of the second, stormwater flow pi 6. All work shall be performed during low flow conditions. 7. Disturbance of the stream channel must be limited to only what is necessat culvert installation. Heavy equipment must be operated from the banks rat channel in order to minimize sedimentation and reduce the likelihood of in pollutants into the stream. Upon completion of the project, the NCDOT shall complete and return the enc: "Certificate of Completion" form to notify NCDWQ when all work included ir. Certification has been completed. The responsible party shall complete the attic and return it to the 401/Wetlands Unit of the NC Division of Water Quality up( completion of the project. If you do not accept any of the conditions of this certification, you may ask for hearing. You must act within 60 days of the date that you receive. this letter. T send a written petition which conforms to Chapter 150B of the North Carolina i Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27 certification and its conditions are final and binding unless you ask for a hearinj This letter completes the review of the Division of Water Quality under Section Water Act. If yoithave any questions, please telephone Ms. Cynthia Van Der N or Ms. Jennifer Frye of the Winston-Salem Regional Office at 336.771.4600. Sincerely, 'rpe Ph.D. cr VDirecto At tachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office NCDWQ Winston-Salem Regional Office Central Files File Copy O` VV K / F?nG rv illiamuu'C" rRossJr. caaicy., , Secretary ?,?F `YY W G. North Carolina Department of Environment and Natural Resources ? Gregory J. Thorpe, Ph.D. r > Acting Director .? Division of Water Quality November 16, 2001 Caldwell County DWQ Project No. 011657 Bridge No. 327 on SR 1350 APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. Heath Slaughter, Division Environmental Officer NCDOT Division 11 P.O. Box 250 North Wilkesboro, NC 28659 Dear Mr. Slaughter: You have our approval, in accordance with the attached conditions and those listed below, to impact 60 linear feet of Little Mulberry Creek.for the purpose of replacing Bridge No. 327 on SR 1350 in Caldwell County. The project must be constructed in accordance with your application dated 5 November 2001 (received 13 November 2001). After reviewing your application, we have decided that this fill is covered by General Water .Quality 'Certification No. 3289, corresponding to the U.S. Army Corps of E?tgineers Nationwide Permit Number 14. In addition, you must acquire any other federal, state orelocal 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 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 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 be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Stormwater must be directed to buffer areas 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 storm water sheet flow. 2. Temporary or permanent herbaceous vegetation must be planted on all bare soil within 15 days of ground-disturbing activities to provide long term erosion control 3. The culvert shall be designed and installed in such a manner that the original stream and floodplain dimensions are not altered. Existing stream dimensions (widths and depths) are to be maintained above and below locations of culvert extensions to provide sediment transport and passage of aquatic life. Culverts shall be buried one foot into the substrate. Use of rip-rap shall be minimized and shall not impede the ability of aquatic life to move during low flow conditions. 4. All work shall be performed during low flow conditions. 5. Disturbance of the stream channel must be limited to only what is necessary to perform the culvert installation. Heavy equipment must be operated from the banks rather than in the stream 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), httpJ/h2o.enr.state.nc.us/nowetlands/ channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. 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. 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 Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208 ext. 256. Sincerely, Ik Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office NCDWQ Asheville Regional Office Central Files File Copy D4 Ph.D. 11 aSy? yora? V STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT GovERNOR PHONE: 919-733-2520 SECRETARY April 23, 2003 Mr. John Thomas U. S. Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of Neuse Road, Suite 120 Raleigh, NC 27615 Subject: Nationwide Permit Expirations / Bridge #204, Alleghany - Project # 5.7052027 (DWQ Permit Fee: $200) Bridge #320, Ashe - Project # 5.7152 (DWQ Permit Fee: $200) Bridge #327, Caldwell - Project # 5.7152 (NO DWQ Permit Fee Required) Dear Mr. Thomas: The previously issued Nationwide Permits for the above noted projects have expired (see attached). These projects have been delayed for archaeological review, materials and/or right-of- way issues. These issues have now been resolved and we therefore request that these. permits be reissued. No design changes have been made since the initial application. By copy of this letter, it is requested that the Division of Water Quality reissue the corresponding 401 Certifications as well. Please note that Bridge #320 in Ashe County is a high priority for us and we would certainly appreciate an expeditious response if possible. If further information is required, please let me know. ° Sincerely, Heath Slaughter Division Environmental Officer Enclosures cc: Cynthia Van Der Wiele, Division of Water Quality R. C. McCann, PE, Division Engineer Heath Slaughter, Division Environmental Officer Neil Trivette, Roadside Environmental Field Operations Engineer Dennis Bennett, Bridge Maintenance Engineer P. O. Box 250, N. WnKESBORO, NC 28659 PHONE (336) 667-9111 FAx (336) 667-4549 irea Dnugv rciuuu Subject: Expired Bridge Permits Date: Wed, 23 Apr 2003 09:50:35 -0400 From: Heath Slaughter <hlaaughter@dot.state.nc.us> Organization: North Carolina Department of Transportation To: John Thomas <John.T.Thomas.JR@saw02.usace.anny.mil>, Beth Barnes <Beth.Bames@ncmail.net>, Cynthia Van Der Wiele <Cynthia.VanDerWiele@ncmail.net> CC: Dennis Bennett <dbennett2 @dot. state.nc.us> John and Beth/Cynthia, The following permits have expired. We need for them to be reissued before we can begin construction (see attached letter). A hard copy of the letter and previously issued permits will follow. Bridge #320 on SR 1342 in Ashe County (HIGH PRIORITY) TIP# B-4412 Corps Action ID #s - 200220289 & 200220290 DWQ # - 011774 Bridge #204 on SR 1328 in Alleghany County Corps Action ID #s - 200220466 & 200220467 DWQ # - 011882 Bridge #327 on SR 1350 in Caldwell County Corps Action ID # - 200220277 01165 Thanks, Heath Slaughter DEO-11 Name: Permit Reissuance, letter.doc Permit Reissuance, letter.doc Type: Microsoft Word Document (application/msword) Encoding: base64 Download Status: Not downloaded with message 4/23/2003 10:50 AM