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HomeMy WebLinkAbout20011162 Ver 1_Complete File_20010731State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director 490 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES September 12, 2001 Alleghany County DWQ Project No. 01-1162 SR 1167, Pardue Road APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. R. C. McCann, P.E. Division 11 Engineer North Carolina Department of Transportation PO Box 250 North Wilkesboro, NC 28659 Dear Mr. McCann: You have our approval in accordance with the attached conditions and those listed below, to impact 102 linear feet of the unnamed tributaries to Elk Creek for the purpose of paving the existing roadway of SR 1167, Pardue Road, in Alleghany County. The project should be constructed in accordance with your application dated 26 July 2001 (received 31 July 2001). After reviewing your application, we have decided that this activity is covered by General Water Quality Certification Number 3289. This certification . corresponds to the Nationwide Permit Number 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 when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is valid solely for the purpose and design described in your application (unless modified below). Should your project change, you must notify the DWQ in writing and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). ). This approval shall expire with the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Instream 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 March 31 to protect the egg and fry stages of trout from off-site sedimentation during construction. 2. Disturbance of the stream channel must be limited to only what is necessary to install the culvert. Heavy equipment should be operated from the bank rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. 3. The installation and addition of pipes should insure that the water flows without freefalling or damming on either end during low flow conditions. Pipes 36" or larger should be buried approximately 1 foot into the streambed. Smaller pipes should be buried up to 20% of their size. The dimensions, pattern, and profile of the stream above and below the pipe should not be modified by widening Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality A ?? Michael F. Easley, Governor NCDENR William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES ROAD CROSSING CERTIFICATION GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 14 (ROAD CROSSINGS), REGIONAL GENERAL PERMIT 198200031 AND NEUSEJTAR- PAMLICO/RANDLEMAN BUFFER RULES This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92- 500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for the discharge of fill material to waters and wetland areas as described in 33 CFR 330 Appendix A (B) (14) of the Corps of Engineers regulations (i.e., Nationwide Permit No. 14 and Regional General Permit 198200031) and for the Neuse, Tar-Pamlico and Randleman Buffer Rules (15A NCAC 2B .0233,.0259 and .0250). The category of activities shall include any fill activity for road crossing and is limited to fill less than one-third of an acre. This Certification replaces Water Quality Certification Number 2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued on January 21, 1992, Water Quality Certification Number 2732 issued on May 1, 1992 and Water Quality Certification Number 3103 issued on February 11, 1997. This WQC is rescinded when the Corps of Engineers re-authorizes Nationwide Permit 14 or Regional General Permit 198200031 when deemed appropriate by the Director of the DWQ. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with the conditions hereinafter set forth. Conditions of Certification: 1. Proposed fill or substantial modification of wetlands or waters (including streams) under this General Certification requires application to and prior written concurrence from the Division of Water Quality; 2. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall be submitted and will be the higher of the two fees; 3. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for impacts to streams and/or wetlands. In addition, buffer mitigation may be required for any project with Buffer Rules in effect at the time of application. A determination of buffer, wetland and stream mitigation requirements shall be made for any Certification for this Nationwide Permit. The most current design and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval as required in those protocols; 4. For any project involving a stream re-alignment, a stream relocation plan must be included with the 401 application for written DWQ approval. Relocated stream designs should include the same dimensions, patterns and profiles as the existing channel, to the maximum extent practical. The new channel should be constructed in the dry and water shall not be turned into the new channel until the banks are stabilized. Vegetation used for bank stabilization shall be limited to native woody species, and should include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor NC ENR William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain the physical integrity of the stream, but the applicant must provide written justification and any calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is not practical on-site, then stream impact will need to be mitigated elsewhere; Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins requires written concurrence from DWQ in accordance with 15A NCAC 2B.0233, 15A NCAC 2B .0259 and .0250 and 15A NCAC 211.0500. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico and Randleman River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233, 15A NCAC 2B .0259 and .0250. All new development shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices. Activities listed as "exempt" from these rules do not need to apply for written concurrence under this Certification; 6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to DWQ that providing passage would be impractical. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands; 7. If this Certification is used to access building sites, all lots owned by the applicant must be buildable without additional fill beyond that allowed under other General Certifications. Deed restrictions must be placed on the remaining wetlands and streams on these lots to restrict future wetland and stream fill. DWQ shall be sent copies of all deed restrictions applied to these lots; That appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to assure compliance with the appropriate turbidity water quality standard; 9. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural grade restored within two months after the Division of Land Resources has released the project; 10. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director 1 109Wj • T mom NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 11. This Certification shall be utilized for roads from natural high ground to natural high ground. The Certification for Nationwide Permit 18 may not be used in conjunction with this Certification to create high ground for road access; 12. If an environmental document is required, this Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. All water quality-related conditions of the FONSI or ROD shall become conditions of this Certification; 13. That additional site-specific conditions may be added to projects proposed under this Certification in order to ensure compliance with all applicable water quality and effluent standards; 14. When written concurrence is required, the applicant is required to use the enclosed "Certification of Completion Form" to notify DWQ when all work included in the 401 Certification has been completed; 15. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from the date of the cover letter from DWQ or on the same day as the expiration date of the corresponding Nationwide Permit 14 and Regional General Permit 198200031 whichever is sooner. Non-compliance with or violation of the conditions herein set forth by a specific fill project may result in revocation of this Certification for the project and may also result in criminal and/or civil penalties. The Director of the North Carolina Division of Water Quality may require submission of a formal application for individual certification for any project in this category of activity, if it is determined that the project is likely to have a significant adverse effect upon water quality or degrade the waters so that existing uses of the wetland, stream or downstream waters are precluded. Public hearings may be held for specific applications or group of applications prior to a Certification decision if deemed in the public's best interest by the Director of the North Carolina Division of Water Quality. Effective date: 1 June 2000 DIVISION OF WATER QUALITY By Gregory J. Thorpe, PhD Acting Director WQC # 3289 Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director DWQ Project No.: Applicant: Project Name: Date of Issuance of 401 Water Quality Certification: 609ho? FAA 1 -Wft 000 NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES County: Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 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 Certification I, , 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: Agent's Certification Date: I, , 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: Engineer's Certification Partial Final I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee 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 Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality 1 ? • 00 Michael F. Easley, Governor NCDENR William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES the stream channel or reducing the depth of the stream. Where disrupted, natural floodplain benching and aquatic life passage should be restored. 4. High Quality Waters BMP's must be utilized on this project. 5. Stormwater should be directed to buffer areas or retention basins and should not be routed directly into streams. 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 contact Cynthia Van Der Wiele at 919-733-5715, or Jennifer Frye in the Winston-Salem Regional Office at 336-771-4600. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DWQ Regional Office Maryellen Haggard Regional Coordinator Habitat Conservation Program File Copy Central Files 01-1162 Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper TO: Jean Manuele, USACOE Raleigh Field Office FROM: Maryellen Haggard, Regional Coordinator Habitat Conservation Program DATE: August 9, 2001 SUBJECT: North Carolina Department of Transportation (NCDOT), SR 1167, Pardue Road, Unnamed Tributaries to Elk Creek, Alleghany County The North Carolina Department of Transportation (NCDOT) is requesting a concurrence letter from the North Carolina Wildlife Resources Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. Biologists on staff with the NCWRC have reviewed the proposed improvements and are familiar with habitat values of the project area. These comments are provided in accordance with the provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and the Clean Water Act of 1977 (33 U.S.C. 466 et seq.). The proposed project consists of widening and paving SR 1167. Two culvert replacements and one culvert extension will affect 102 linear feet of different unnamed tributaries to Elk Creek. Elk Creek is classified as trout waters. We will not object to the project as proposed provided that the following conditions are implemented: 1. Instream 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 March 31 to protect the egg and fry stages of trout from off-site sedimentation during construction. 2. Disturbance of the stream channel must be limited to only what is necessary to install the culvert. Heavy equipment should be operated from the bank rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. SR 1167, Pardue Road 2 August 9, 2001 3. The installation and addition of pipes should insure that all waters flow without freefalling or damming on either end during low flow conditions. Culverts at stations 72 + 00 and 68 + 85 currently have drop outlets; this condition should be corrected. Pipes 36" or larger should be buried approximately 1' into the streambed. Smaller pipes should be buried up to 20% of their size. The dimensions, pattern, and profile of the stream above and below the pipes should not be modified by widening the stream channel or reducing the depth of the stream. Where disrupted, natural floodplain benching and aquatic life passage should be restored. 4. Stringent erosion control measures should be installed where soil is disturbed and maintained until project completion. 5. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 15 days of ground disturbing activities to provide long-term erosion control. NCDOT should utilize onsite native vegetation and materials for streambank stabilization, rather than excessive riprap (or hard stabilization methods). Vegetation provides bank stabilization, as well as shade for cooler water temperatures, and riparian edge habitat. If riprap is used, it must be limited to the lower 1/3 of the streambank. 6. If concrete will be used, work must be accomplished so that wet concrete does not contact stream water. This will lessen the chance of altering the stream's water chemistry and causing a fish kill. 7. Stormwater should be directed to buffer areas or retention basins and should not be routed directly into streams. Thank you for the opportunity to review and comment on this project during the early planning stages. If you have any questions regarding these comments, please contact me at (336) 527- 1547. cc: Cynthia Van Der Wiele, NCDWQ Heath Slaughter, NCDOT L SLIUZ 101 ISSUED STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY P. 0. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT GOVERNOR PItoNE: 919-733-2520 SECRETARY July 26, 2001 Mrs. Jean Manuele U. S. Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of Neuse Road, Suite 120 Raleigh, NC 27615 Subject: Nationwide Permit #14 SR 1167 (Pardue Road) Alleghany County, North Carolina 0 .1 Project Number: 6.702308 Dear Mrs. Manuele: The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily along the existing roadway of SR 1167 (Pardue Road) in Alleghany County. Total project length is approximately 1.23 miles. This project will require the replacement of two (2) wet cross lines as well as the extension of one (1) other wet cross line as shown below: 1) Extend existing 40'x 36" BCCS pipe at station 35+30 by 10 feet on the north side. 2) Replace existing 24' x 15" CMP at station 68+85 with a 50'x 24" BCCS pipe. 3) Replace existing 44' x 36" CMP at station 72+00 with a 50'x48" BCCS pipe. Miscellaneous rip-rap impacts will total 60 linear feet or less. New stream impacts = 102 In. feet. ** Please note that the existing twin 142" x 91" BCCS arch pipes at station 30+40 will remain unchanged. Construction of the project will necessitate impacts to waters of the United States in the New River Basin. All of the above noted wet cross lines carry different intermittent unnamed tributaries to Elk Creek (Class: C, Trout +). The Division 11 Environmental Officer reviewed this project for the presence of threatened and endangered species on July 24, 2001. The subject project has been determined to have no effect on any listed threatened or endangered plant or animal species. X), P. O. Box 250, N. WILKESBORO, NC 28659 PHONE (336) 667-9111 FAx (336) 667-4549 D Mrs. Jean Manuele SR 1167 (Pardue Road) Page 2 July 26, 2001 According to the NCDOT web site, the NCDOT Historical Architecture Section has reviewed this project and determined that there are no NR/SL/DOE projects along this roadway that will be impacted by the proposed project. A concurrence form from the State Historic Preservation Office has been signed as well. Since this is an existing roadway, the minor modifications proposed in this application should not remove or degrade existing water quality uses. Any widening of the existing roadway will be directed away from any adjacent creek whenever possible with minimum fill placed in any buffer area. Pipe sizes used will be the minimum necessary to create a safe roadway. 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 letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with the North Carolina Wildlife Resources Commission comment directly to you concerning the 404 Nationwide Permit application with a copy sent to me. 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, Heath Slaughter Division Environmental Officer Enclosures cc: Jean Manuele, US Army Corps of Engineers (1 additional copy) Ron Linville, Western Piedmont Region Coordinator, NCWRC Brian Cole, US Fish and Wildlife Service Cynthia Van Der Wiele, Division of Water Quality (7 copies) R. C. McCann, PE, Division Engineer Mrs. Jean Manuele SR 1167 (Pardue Road) Page 3 July 26, 2001 Charles Reinhardt, PE, District Engineer Brandon Whitaker, PE, County Maintenance Engineer Heath Slaughter, Division Environmental Officer Neil Trivette, Area Roadside Environmental Engineer Office Use Only: Form Version April 2001 USACE Action ID No. DWQ No. 11 116 If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Section 10 Permit ® 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? 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: hslau-ghter a,dot.state.nc.us 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Heath Slaughter, Division Environmental Officer Company Affiliation: 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 ,,.,,... 7 1 7 _Ir III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: SR 1167, Pardue Road 2. T.I.P. Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): N/A 4. Location County: Alleghany Nearest Town: Sparta Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): From Sparta, travel west on US 21. Turn left onto SR 1135. Turn Right onto SR 1164. Turn Left on SR 1163. Turn right onto SR 1167. 5. Site coordinates, if available (UTM or Lat/Long): UTM: 17 482204E 4039306N (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 3 acres. 8. Nearest body of water (stream/river/sound/ocean/lake): UTs of Elk 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:Hli2o.enr.state.nc.us/admin/maps/.) T-_- A _r 11 10. Describe the purpose of the proposed work: Improvement of SR 1167. 11. List the type of equipment to be used to construct the project: Trackhoe, backhoe, and motor 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. N/A 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. n....., c „c I,% 1. Wetland Impacts Wetland Impact Site Number (indicate on ma T}pc 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 limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or online at http://w??w.tema.?ov. *** 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 Site Number (indicate on map) T}'pe of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Im ct Perennial or Intermittent? (please specify) Station No. 35+30 Pipe extension 10 feet UT #I of Elk Creek' 1 foot Intermittent Station No. 68+85 Pipe replacement 26 feet UT 42 of Elk Creek I foot Intermittent Station No. 72+00 Pipe replacement 6 feet UT #3 of Elk Creek 2 feet Intermittent All of the above Miscellaneous rip-rap placement for stabilization 60 feet or less. (20 feet per crossing) UTs of Elk Creek 1-2 feet Intermittent " List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, darns (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. R R 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 arc available through the USGS at 1-800-358-9616, or online at Nvww.usgs gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., w%tiw.tQt)070ne.co111, wNrn•.mapquest.conn, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 102 In. ft. of new impacts. T%- -.. C -C 7'% 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number m(indicate on ma (' ) Type of Impact* Area of Impact (acres) Name of VVaterbody (if applicable) Type of Waterbody sound, (lake, pond, estuary, bay, ocean, etc.) N/A " ' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkbeads, etc. 4. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): 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 roadway must be widened to achieve an acceptable section width, thus increasing public safety. The existing pipes must be replaced/extended for the same reason. By utilizing the erosion control measures as shown in the attached drawings, adverse impacts to streams in the area will be minimized. Since this is an existing roadway, the stream impacts cannot be avoided. However, the replacement pipe lengths will be the minimum needed to construct the widened roadway. 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 required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration -in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://li2o.enr. state.nc.us/ncwetlands/strmgide.litnil. 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 Tl--- 0 -C I IN 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 NCWI1P is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at htip://h2o.enr.statc.nc.tis/i?rjI/index.litni. 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 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 213 .0233 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ® If you answered "yes", provide the following information: n-..- n -e l n 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 ct) Multiplier Required Mitigation 1 3 2 1.5 Total c,oue i exicnus our ju ices perpenmcular Irom near bank oI channel; Gone 2 extends an additional 20 feet from the edge of Zone 1. 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 XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. All appropriate best management practices for sediment and erosion control will be implemented during construction. XII. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A XHL 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 n....., In ..0 III 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). 26/0 Applicant/Agent's Signature 6 Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineer s Field Offic es and Coun ty Coverage 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 Durliam Johnston Rockingham US Army Corps Of Engineers Alleghany Edgeconibe Lee Stokes 6508 Falls of the Ncuse Road Ashe Franklin. Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chiathia ii 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 . Bcrtie 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 Pcrquimans Wilmington Regulatory Field Office Anson Duplin Onslow US Anny Corps Of Engineers Bladen Harnett Ponder Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 2514511 Columbus Moore Sampson Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only rt..- l l -r l'1 Y i Y s s SR 1167\ P4rdue :A us G ? b " .3 ?e ) a ? e.tn c„oe ?r O 10 O N O n O P- P?• In "S3 ?J I I v -A O w w O , ?, R R. A 00 N N O .tom RO N In v N .A 0 r.+ ~. \ . ; •? ? "` ? . ' ? lam' < ? l.. 1? !` ./' ' ? i fIY ! ?() rte.- ',. ?. _?-•- C t _..` l\r _ .Mt .rr?r ?`l?r/ - IN-w?.? '-: ? tti f'' ?r y ice, -?•' ?\? ` - ??- f• /J ? _ l? r i -' d •J t , t '•?? l r `lD ,1 ? l'l ? r ? ?? t s i f +?? r J ? rU ( r r-:, ' 1) ?\V ???_ r'T'? r•r. r . SL ;• ?, l-. 4 i. r ?..? , c- ! ?' , - 1. _ GG?vv?,f,?` 7 G ?iJ/r -j t7 ? J1? i .; ??•t ?--'sue. ? - t y4' ? r rl ;}.' ?? ? _J • a n t f --- - avo t?Ij• f1f 1. i'? F •' f?1? 1 R ?y,:f r? ?` ' '`, -±-? - d t? (D rt N C 3 r V CC) N N 0 •A m 4 0 w .W w (D Q1 Z t mAA VI C LL CL C 0 -Cl ;n C) a H O 10 N O O 1 H (D (D W H O 10 O TO Q b sv Uo (D 0- O N ? N v ? rn CA •? CD ?b v n ? W Q) CD V m v L 7 C O S `G t 0 o -? m -? m a m 0 rt cn w ? \ > n -o co r ? a D? z c.,a 0 Cil 0 0 ? g LA D v Z W o cn • 30D a _ s OO- . • '7 S • s -0 7 • ? o`` o l a . _ `. to -+ o o t/? - ? r v v? r o n rn r+o 7 ? • 0 s . & • 0 • ' • S-t o • • o • • ? 0 • = " I m <rn V -z CD ? V D m as v 0 U3 a / CO N ?bQ k-4 O acn w ) w `D V 4-.D x q o X o ? d W 0 cn 0 ca "o 0 m x 0 z W 0 L 7 C 0 J O O ? r t0 o m 0 r . - s Boa . oa- . r m . 0, o D - C (j f • w - o -o • ..moo • • o • . d-a • • O • s O • • 'i rr7 • oso ?J l? ? i v rQ tD ?° CD W .vD. / `C ti ! 2A?? 0 ?T [D N C co ?v I ?I . Boa 3 C . ?T • o - K . 03 7 C? C y o m v v:3 r -, co a . -.. >_ O ? 0 -p w 7 .• O • O . , • d 0 • O 0 :31-113 . O • • .r3 . 0 • 0 70 • L *DITCH LINER REQUIREMENTS* ROAD NAME: PARDUE RD. (SR 1167) ALLEGHANY COUNTY STATION STATION RT. I LT. TYPE LINER REQUIRED 10+30 11+50 RT. MAT 24+75 29+25 RT. "RIP RAP ` 41+30 .:. 44+50 LT`: - - .. ' MAT 46+00 -58+80 . LT. RIP RAP 59+00 62+50 RT. RIP RAP 59+00 71+60 LT. RIP RAP ---------- d E-RO.-S -QN*?_ Y M., ,- M . Rz- s7__? IF I _ _ •.,,._ _ _ - _ _ ms's __ _ _ - ? _?. 77 ?: - - _ ter-'-- _ . c.?-;•_ _ _ - _ - ?=L, • { _= =_?; Description- .1630.03 • Temporary. Silt Fence -t-- 1630.05 : Temporary.. Silt Ditch 7SD 1605.'01. Temporary.-Diversion 1622-01 Temporary Slope Drain `- 1630.01'.. _ Silt Basin Type-A' .1630A2. Silt Basin Type-B 1633.01 Temporary Rock Silt Check Type-A 1633.02 -Temporary Rock Silt Check Type-B -1634.01. 1634.02 1635.01.: 1635.02 1636.01. 1630.04 1632.01 1632.02 Temporary Rock Sediment Dam Type-A Temporary Rock Sediment Dam Type-B Rock.Pipe Inlet Sediment Trap Type-A Rock Pipe Inlet Sediment Trap Type-B Rock Silt Screen Stilling Basin Rock Inlet Sediment Trap: Type-A Type-B• 1632.03 • Type-C a A E3-'- OR --A B0--OR --8? c ?-- OR -- c y FiRDSTON CONTROL p7,AN SHE" Silt Basin Type B's:will`be constructed 'to ?the :dimension' of six feet bthree :feet' by. three: feet, unless otherwise noted . '• ' • ' on the plans . Generally,' the order of installation of the erosion-control. measures will be as follows: Temporary silt basins shall be installed before clearing and grubbing begins. _ Silt fences and temporary .silt ditches shall be installed after clearing and :before -grading. Temporary stone -ditchchecks shall.be installed as soon as ditchline is established. ?iDe-outlet and inlet protection will be done as soon as the pipe is installed. Seeding and other permanent erosion control measures are to be. implemented as soon as practical. RS . Always SUER toward ditch line as a .temporary measure in this situation?' Erosion.Control Water Level C Rip Rap Liner Typical for use at cross line pipes, culverts-and where disturbed area is near stream-.' Maintain above and below stream conditions at ore-construction widths and depths. Native vegetation should be maintained or restored along stream ban),-.s where practical- 14 f MAT H cn = w z o o al I NE w Q 4 ? °wm n f? k m Q Q to N N a C co 0 N 4-WD _ U CC ? QQ??o `? ? Ica. Q?ILc??n? ca tn m > J 12+ W i- J O N ? ? U ? p U V 4-- CO ~ T O a. a ds °o °o• N ``' W L6 ui W En O N W D o //+ / ?o C, Lo o \ '% + ,-?' EXISTING 25' R/W EXISTING 25' Riw -- SR 1163 AAfT1OCH CURCH ROAD -- V 3 a Z ? m ? U- 0 N ti W W L i9 MAT(Iff m ? L Q CL Tv La vco .f =m ca co Cl o ? L 0 ? T . F - • ? L SZ+U C5 v L Ln 4- CO v m L.3 a ?6 (L 'd00 oC) co a c t 0 O P h LQ / f I Ll. N h k k Q x A k ?c t1 k N_ co 0 'o r- c co Q ?N r QU, CCL OZS O a 7 .. cn O m N F, 0 W T In 4f MAT P ?C x • ul k v k ti m U L CL • co ?` U - TO,. L O co ?14 O 'O O L O k 'v k G?1. 24+10. Hermon & Pauline Cave 08 298 PG 861 ®e7 P ?'C 1'1 x I r?lr m O r - c co O ?N '' m C7 c: (L ® 03 O t vn 29 + vATC I L L - - 0 W Z • J Q E ? k f v 2 , 5, L v IL OLD L - as co 10 o ? L ti f x . N E ?c N T O h T? V L. 0 a. ? L; `n Tv L a' v Zm co o v 0 L 0 x N i ????- 24+10 'L P LL. O tn ti W w z 3q?A0 33+OOA0 x c a c. Q _ c v Ln L O U ? a L o M m%n ?o o LL Q O cr. Ff- 32+00 /f L v a. p j ?D- TtD La v ?m Oll olS 0 'v O L o -30+ x L v c m Q, O in - va A L M .n dS D L O I ?+/? lC?slarYl unGhurt 30.- +? 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L O? 3: M Ov xa J Ln V Q Om Cp O cr. 5Sf? 5+ E7 w rf%n M INE - 5a+8o FE A / ATf' IAIF m DO -or*1 L Op CL CL "o-W L %D O 3; m Op x 5440,1 n 64+00,00 P O - 62 OO.QO - O ~ v' a L (p m p gip 0OAO ?? . rr rr MATCH IINE >c ?t 2 . ' ?c r r Armor r f IArI- N 2: Q O~ 4-0 N a L Co mp 7 1 0 N W 2 N 69+00,00 MATCH _ r 67+ 66 00.E 65f00m LA.Lf)nM A/ATY 9513 Jd VIZ SQ loozaaA *n Amiojoo v uyof 68+50 LAIC NC DEPT OF TRANS HWYS Fax:910-835-1615 74 s x rJ4 rif Na fir= L? L ?p ??. 7 ?Q } d N Q. L r 69+?. W- L? Jul 27 '01 13:42 P.02/02 ?Z?gh n >c ?? W Ln V- 0 U O N O. O v } N O - r W - O Q W W T N V LLJ I U) ) 1 L u _ I 7 + M/H `JNIISIX3 \ it/a JNI1S1X3 tJ ,Q, Oti N ?S" O V Xo-? - Nv CL % L %-M (00 Lm I ? 0 7A-t/V1 M I I A7-t-L ! I IIUF? N CD r r r O