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HomeMy WebLinkAbout20011394 Ver 1_Complete File_20010920d d $UTF u?jj ? ISSUES ral ??1 2 8 ` S'TA'TE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPETT GOVPRNOR SECRETARY November 13, 2001 U. S. Army Corps of Engineers Raleigh Regulatory Field Office FILE COPY 6508 balls of Neuse Road, Suite 12 Raleigh, North Carolina 27609 Attention: Ms. Jean Manuele NCDOT Project Coordinator ?1139y Subject: Watauga County; Proposed Replacement of Bridge No. 10 over Boone Creek on SR 1547, Federal Project BRZ-1547 (2); State Project 8.2750601; TIP No. B-2658 Dear Ms. Manuele: As you are aware, the North Carolina Department of "Transportation (NCDOT) has requested authorization from the U. S. Army Corps of Engineers (USACE) under a Section 404 Nationwide Permit (NWP) 23 on September 10, 2001 to replace Bridge No. 10 over Boone Creek on SR 1547, with a culvert. The purpose of this letter is to request authorization under a Section 404 NWP 33 to place impervious dikes in the stream in order to dewater the site and divert the flow around the site during construction of the culvert. The project has a let date of Apri12002. Bridge No. 10 over Boone Creek on SR 1547 will be replaced with a 70.1 foot (ft) long 2@ 12 ft by 8 ft reinforced concrete box culvert (RCBC) at approximately the existing location and elevation. Approach work will consist of resurfacing and widening the existing roadway to 24 ft with concrete and gutter and 5 ft sidewalks on both sides of the roadway. During construction, traffic will be maintained using surrounding roads as an off-site detour. The superstructure of Bridge No. 10 is constructed mainly of timber and steel, therefore, all components of the bridge superstructure will be removed without dropping them into the stream. The bridge substructure is composed of timber piles on concrete sills. There is a potential for components of the concrete sills to be dropped into waters of the United States during construction. The resulting temporary fill associated with the concrete sills could potentially be 10 yd3. This material will be removed in its entirety. Replacing the bridge with a culvert will result in temporary and permanent impacts to waters of the United States. There will be 0.03 ac of permanent fill due to the construction of the culvert. Approximately 108 ft of the existing channel will be impacted, however only 65 ft will MAILING ADDRESS: TELEPHONE: 919-733.3141 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-733.9794 TRANSPORTATION BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET 1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC RALEIGH NC 27699-1548 have permanent impacts due to the culvert. The temporary fill in surface waters is due to the placement of impervious dikes in the stream in order to dewater the site and divert flow around the site during construction of the culvert. This will result in 0.01 ac of temporary fill placed in Boone Creek and impact 43 ft of channel. Sandbags are the recommended temporary till to be used as impervious dikes. Approximately 26 yd3 of fill will be temporarily placed in waters of the United States. The fill will be in place for approximately 3 to 4 months and will probably be removed by hand and disposed of in an upland area as directed by NCDOT. The original contours and elevation of the stream will be restored immediately after the purpose of the impervious dikes has been served. Standard erosion control procedures will be used to prevent erosion. Permit drawings illustrating the impacts are attached to this letter. Note that the area shown for the temporary fill will not completely block off the channel at any one time. Watauga County is among the 25 mountain counties designated as having trout waters. Boone Creek is not designated by the N. C. Wildlife Resources Commission (NCWRC) as a Public Mountain Trout Water. NCWRC has stated in preliminary comments regarding the subject project that Boone Creek does not support trout. Written concurrence for 401 Water Quality Certification (WQC) from the N. C. Division of Water Quality (NCDWQ) is not required for the Section 404 NWP 33, however, NCDOT will adhere to all conditions of the general certification for Section 404 NWP 23 and 33. The NCDWQ is provided written notification of the proposed action by copy of this Section 404 NWP 33 application. In summary, the NCDOT has requested authorization from USACE, under a Section 404 NWP 23, to replace Bridge No. 10 over Boone Creek on SR 1547 with a culvert. NCDOT now also requests authorization under a Section 404 NWP 33 to place impervious dikes in the stream in order to dewater the site and divert the flow around the site during construction of the culvert. If you have any questions or need any additional information concerning this project, please contact Ms. Jill Holmes of my staff at (919) 733-7844, extension 332. Sincerely, W. D. Gilmore, 1'. E., Manager Project Development and Environmental Analysis Branch WDG/jjh cc: Mr. David Franklin, USACE, Wilmington Mr. John Dorney, NCDWQ, Raleigh Ms. Marella Buncick, USFWS, Asheville Ms. Mary Ellen Haggard, NCWRC Mr. Tim Rountree, P.E., Structure Design Mr. Calvin Leggett, P.E., Program Development Ms. Debbie Barbour, P.E., Highway Design Mr. Dave Henderson, P.E., Hydraulics Unit Mr. John Alford, P.E., Roadway Design Mr. Ken Pace, P.E., Roadside Environmental Mr. Carl McCann, P.E., Division 11 Engineer N F- m m U l? 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Ci 3-- 0 g $ $ W LL (h d !n Z J Q F- O Z O F- Office Use Only: Form Version April 2001 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. I. 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: 23.33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: n II. Applicant Information Owner/Applicant Information Name: North Carolina Department of Transportation Mailing Address: Project Development and Environmental Analysis 1548 Mail Service Center Raleigh NC 27699-1548 Telephone Number: (919) 733-3141 Fax Number: (919) 733-9794 E-mail Address: 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: Company Affiliation: Mailing Address:_ Telephone Number: E-mail Address: Fax Number: 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 USACF, requires information to be submitted on sheets no larger than I I 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: 2. T.I.P. Project Number (NCDOT Only): B-2658 3. Property Identification Number (Tax PIN): 4. Location County: Watauga Nearest Town: Boone, NC Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): Heading north on US 321 \US 221 from Caldwell County towards Boone in Boone turn south (left) onto SR 1547. Bridge No 10 is located over Boone Creek just before Winkler Cemetary. 5. Site coordinates, if available (UfM or Lat/Long): N36° 12.266' W81° 40.147' (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 and commercial area with maintained lawns. 7. Property size (acres): approximately 0.85 ac in the project area 8. Nearest body of water (stream/river/sound/ocean/lake): Boone Creek 9. River Basin: New River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at littp://li2o.enr.state.nc.us/admin/neaps/.) Page 4 of 12 10. Describe the purpose of the proposed work: Bridge replacement (public transportation project) 11. List the type of equipment to be used to construct the project: construction equipment to replace bridge 12. Describe the land use in the vicinity of this project: residential maintained yard 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 apmlication: 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 map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, iw, 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 (FF.MA) Flood Insurance Rate Maps (FIRM), or FF.MA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at hup:l/vN yN % fcma.,-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: N/A Total area of wetland impact proposed: 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number (indicate on map) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) Site 1 Fill 108 Boone Creek 16-20ft perennial * List each impact separately and identify temporary impacts. Impacts mciude, nut are not united to: culverts and associaied rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at w\v%?.usgS.kov. Several internet sites also allow direct download and printing of USGS maps (e.g., w\?w.topozone.com. \v\vw.mapquest. com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 108 (43 ft will be relocated) 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 map) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Site I Permanent fill assoc. 0.03 Boone Creek stream with culvert Site 1 Temporary fill assoc. 0.01 Boone Creek stream with impervious dikes * List each impact separately and identify temporary impacts. Impacts include, but are not nmued to: nu, excavation, ?reugmg, flooding, drainage, bulkheads, etc. 4. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): 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 bridge is being replaced in the same location and will have an off site detour, using surrounding roads during construction 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. USAGE - 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•//h2o enr state.nc.us/ncwetlands/strm?,,ide.litml. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 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 littp:/'112o.enr.state.nc.tis/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): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (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 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Page 9 of 12 Yes [:] No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) - Multiplier Required Mitigation -- 1 3 2 1.5 Total * /one I extends out 311 feet pcrpendicufar from near M111K of Cm1111e]. L.uue .. c,ucnw a.1 additional 20 feet from the edge of Zone I. 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 X1. 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. Impervious area will be slightly increased due to the widening of the approaches. NCDOT's BMPs for the Protection of Surface Waters will be followed throughout project construction. X11. 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 XII1. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes [:] No Is this an after-the-fact permit application? Page 10 of 12 Yes E] No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant 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). Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County 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 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 US Army Corps Of Engineers Post Office Box 1890 Wilmington, NC 28402-1890 Anson Duplin Onslow Bladen Harnett Pender Brunswick Hoke Richmond Carteret Montgomery Robeson Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only Page I 1 of 12 Telephone: (910) 25 1-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland US Fish and Wildlife Service / National Marine Fisheries Service US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service Raleigh Field Office Asheville Field Office Habitat Conservation Division Post Office Box 33726 160lillicoa Street Pivers Island Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516 Telephone: (919) 856-4520 Telephone: (828) 665-1 195 Telephone: (252) 728-5090 North Carolina State Agencies Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 't'elephone: (919) 733-5208 Fax: (919) 733-5321 State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 27699-4617 Telephone: (919) 733-4763 Fax: (919) 715-2671 CAMA and NC Coastal Counties Division of Coastal Management Beaufort Chowan Hertford Pasquotank 1638 Mail Service Center Bertie Craven Hyde Pender Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans Telephone: (919) 733-2293 Camden Dare Onslow Tyrrell Fax: (919) 733-1495 Carteret Gates Pamlico Washington NCWRC and NC Trout Counties Western Piedmont Region Coordinator Alleghany Caldwell Watauga 3855 Idlewild Road Ashe Mitchell Wilkes Kernersville, NC 27284-9180 Avery Stokes "telephone: (336) 769-9453 Burke Surry Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, NC 28786 Clay Macon Swain Telephone: (828) 452-2546 Graham Madison Transylvania Fax: (828) 506-1754 Haywood McDowell Yancey Page 12 of 12 FILE COPY TO: Jean Manuele, USACOE Raleigh Field Office FROM: Maryellen Haggard, Highway Project Coordinator Habitat Conservation Program DATE: November 27, 2001 SUBJECT: NCDOT bridge replacement of No. 10 on SR 1547 over Boone Creek, Watauga County, Federal Project BRZ- 1547(2), State Project 8.2750601, TIP No. B-2658 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.). NCDOT will replace the existing bridge over Boone Creek with a 70.1-foot long 2@ 12 ft. by 8-ft. reinforced concrete box culvert. NCDOT proposes to place impervious sandbag dikes in Boone Creek in order to dewater the site and divert flow around the site during the construction of the new culvert. We will not object to the project as proposed provided that only clean, tear-free sandbags should be used as temporary fill, and should be removed without excessive disturbance of the natural stream bottom when construction is completed. The streambed should be returned to pre-construction conditions upon removal of the sandbags. Thank you for the opportunity to review and comment on this project. If you have any questions regarding these comments, please contact me at (336) 527-1549. cc: Jill Holmes, NCDOT n "` STAR °? 01 1394 STATE, OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL. F. EASLEY GOVERNOR September 10, 2001 U. S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Ave. Rm 208 Asheville, North Carolina 28801-5006 Attention Subject Dear Mr. Lund: Mr. Steve Lund NCDOT Project Coordinator LYNDo TIPPETT SECRELIRY 4' i; - Watauga County; Proposed Replacement of Bridge No. 10 over Boone Creek on SR 1547, Federal Project BRZ-1547 (2); State Project 8.2750601; TIP No. B-2658 The North Carolina Department of Transportation (NCDOT) requests authorization from the U. S. Army Corps of Engineers (USACE) under a Section 404 Nationwide Permit (NWP) 23 to replace Bridge No. 10 over Boone Creek on SR 1547. The project has a let date of April 2002. Bridge No. 10 over Boone Creek on SR 1547 will be replaced with a 70.1 foot (ft) long 2@ 12 ft by 8 ft reinforced concrete box culvert (RCBC) at approximately the existing location and elevation. Approach work will consist of resurfacing and widening the existing roadway to 24 ft with concrete and gutter and 5 ft sidewalks on both sides of the roadway. During construction, traffic will be maintained using surrounding roads as an off-site detour. The superstructure of Bridge No. 10 is constructed mainly of timber and steel, therefore, all components of the bridge superstructure will be removed without dropping them into the stream. The bridge substructure is composed of timber piles on concrete sills. There is a potential for components of the concrete sills to be dropped into waters of the United States during construction. The resulting temporary fill associated with the concrete sills could potentially be 10 yd3. The project has been described in a Programmatic Categorical Exclusion (PCE) Action Classification Form signed by the Federal Highway Administration (FFIWA) on April 13, 1998. The project is being processed by the FHWA as a PCE in accordance with 23 CFR 771.115(6). Therefore, the NCDOT does not anticipate requesting a Section 404 Individual Permit but proposes to proceed under a Section 404 NWP 23 in accordance with 61 Federal Register 65874, 65916, issued December 13, 1996. MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET 1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH. DOT. STATE. NC. US RALEIGH NC RALEIGH NC 27699.1548 There has been one change in the proposed project since the PCE was completed. The PCE states that the bridge will be replaced with a 2@ 11 ft by 6 ft RCBC, however, NCDOT now proposes to replace the bridge with a 2@ 12 ft by 8 ft RCBC. As described in the PCE, there will be no wetlands impacted by the proposed project. Replacing the bridge with a culvert will result in temporary and permanent impacts to waters of the United States. There will be 0.03 ac of permanent fill and 0.01 ac of temporary fill placed in Boone Creek as a result of the culvert. Upon completion of construction, the temporary fill will be removed. Approximately 108 ft of the existing channel will be impacted, however 43 ft of the channel will be relocated. Permit drawings illustrating impacts are attached to this letter. Watauga County is among the 25 mountain counties designated as having trout waters. Boone Creek is not designated by the N. C. Wildlife Resources Commission (NCWRC) as a Public Mountain Trout Water. NCWRC has stated in preliminary comments regarding the subject project that Boone Creek does not support trout. Written concurrence for 401 Water Quality Certification (WQC) from the N. C. Division of Water Quality (NCDWQ) is not required for the Section 404 NWP 23. The NCDWQ is provided written notification of the proposed action by a copy of this Section 404 NWP 23 application. The NCDOT will adhere to all conditions of the general certification for Section 404 NWP 23 and 33 thereby not necessitating a written concurrence from the NCDWQ. In summary, the NCDOT requests authorization from USACE, under a Section 404 NWP 23, to replace Bridge No. 10 over Boone Creek on SR 1547. The NCDOT will adhere to the general conditions of the 401 WQC associated with this Section 404 NWP, thereby not requiring written concurrence from the NCDWQ. If you have any questions or need any additional information concerning this project, please contact Ms. Jill Holmes of my staff at (919) 733-7844, extension 332. Sincerely, ?%j 'Eo W. D. Gilmore, P. E., Manager Project Development and Environmental Analysis Branch WDG/jjh cc: Mr. David Franklin, USACE, Wilmington Mr. John Dorney, NCDWQ, Raleigh Ms. Marella Buncick, USFWS, Asheville Ms. Mary Ellen Haggard, NCWRC Mr. Tim Rountree, P.E., Structure Design Mr. Calvin Leggett, P.E., Program Development Ms. Debbie Barbour, P.E., Highway Design Mr. Dave Henderson, P.E., Hydraulics Unit Mr. John Alford, P.E., Roadway Design Mr. Ken Pace, P.E., Roadside Environmental Mr. Carl McCann, P.E., Division I I Engineer b cr- `2?- m m N JHp 1? z O i / \ O 00 W (n Y v m ;Z CL V) LLI Q z \ZT' ?J' \ d ?i dJ G Ar? -104 / z f LLJ ° z W N ? / m / . to LL. O V) -i W sag ?? ? e s, z o a `? t7 O U O 4 b H O zU U o z H ?w' wz ? o 3 a goo c ? a as ? A U z t ?I w O F w w i ri 0 ? Q tios? 1 +301 .?`J•ay? C ?P N J _ + U LL W W V1 v> :3 -J N 00 ° J Q z --- 0 ° m .8( O® I v m H z O y C Y Q U w U 0 rn -y N m w ° Lu (1) Z ?0 Q=Z U) 1- a • X L E Lu U - c LL N m F- 0 0 m Q U O O r> O LL p ° a » o_ w E ?Q (7 Q _ CD U ? W m 3 z o ° W W Q U c U Q 1- O w c d LZ v a a y i a m o cn ° ° i f0 c ?.Q ° . m Z N O C C o U Q U m (D U w o 0 c v c c m .C !k d y c ?- Q a ° Q a 00 c > m U M > Q > C c z Q x J ° o N _ to ,. 3 D 0 c "o ° Q T c? Q m LL _a G d v (Q N O a O 1 cr) p LL f7 r r y Q V O '?. U) Z F- 0 ' 011394 TIP Project No. B-2658 State Project No. 8.2750601 ---------------- -- Federal-Aid Project No. BRZ-1547(2) A. Proiect Description: The project will consist of replacing Bridge No. 10 on SR 1547 over Boone Creek in Watauga County. The existing structure will be replaced with a 2 @ 3.4 meter by 1.8 meter (11 foot by 6 foot) reinforced concrete box culvert (RCBC) at approximately the same location and roadway elevation as the existing bridge. Per a proposed municipal agreement between the Town of Boone and NCDOT, approach work will consist of resurfacing and widening the roadway to 7.2 meters (24 feet) with concrete curb and gutter, and with 1.5 meter (5 foot) sidewalks installed on both sides of the roadway. The project length will be approximately 146 meters (480 feet). Traffic will be detoured along surrounding roads during construction. B. Purpose and Need: Bridge No. 10 has a sufficiency rating of 46.2 out of 100. The structure is a two lane bridge with 6.7 meters (22 feet) of bridge roadway width. The bridge is posted with a weight restriction of 9 tons for single vehicles and 15 tons for TTST's. The "Do-nothing" alternate is not practical, requiring the eventual closing of the road as the existing bridge completely deteriorates. Rehabilitation of the existing deteriorating bridge is neither practical nor economical. For these reasons, Bridge No. 10 needs to be replaced. C: Proposed Improvements: The improvements which apply to the project are circled: Modernization of a highway by resurfacing, restoration, rehabilitation, reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking weaving, turning, climbing). a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R and 4R improvements) b. Widening roadway and shoulders without adding through lanes c. Modernizing gore treatments d. Constructing lane improvements (merge, auxiliary, and turn lanes) e. Adding shoulder drains f. Replacing and rehabilitating culverts, inlets, and drainage pipes, including safety treatments g. Providing driveways pipes h. Performing minor bridge widening ( less than one through lane) 2. Highway safety or traffic operations improvement projects including the installation of ramp metering control devices and lighting. a. Installing ramp metering devices b. Installing lights c. Adding or upgrading guardrail d. Installing safety barriers including Jersey type barriers and pier protection e. Installing or replacing impact attenuators f. Upgrading medians including adding or upgrading median barriers g. Improving intersections including relocation and/ or realignment h. Making minor roadway realignment i. Channelizing traffic j. Performing clear zone safety improvements including removing hazards and flattening slopes k. Implementing traffic aid systems, signals, and motorist aid 1. Installing bridge safety hardware including bridge rail retrofit O Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation replace existing at-grade railroad crossings. a. Rehabilitating, reconstructing, or replacing bridge approach slabs b. Rehabilitating or replacing bridge decks c. Rehabilitating bridges including painting ( no red lead paint), scour repair, fender systems, and minor structural improvements O Replacing a bridge (structure and/ or fill) 4. Transportation corridor fringe parking facilities. Construction of new truck weigh stations or rest areas. 6. Approvals for disposal of excess right-of-way or for joint or limited use of right-of-way, where the proposed use does not have significant adverse impacts. 7. Approvals for changes in access control. Construction of new bus storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is consistent with existing zoning and located on or near a 2 street with adequate capacity to handle anticipated bus and support vehicle traffic. 9. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary facilities where only minor amounts of additional land are required and there is not a substantial increase in the number of users. 10. Construction of bus transfer facilities (an open area consisting of passenger shelters, boarding areas, kiosks and related street improvements ) when located in a commercial area or other high activity center in which there is adequate street capacity for projected bus traffic. 11. Construction of rail storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is consistent with existing zoning and where there is no significant noise impact on the surrounding community. 12. Acquisition of land for hardship or protective purposes, advance land acquisition loans under section 3 (b) of the UNIT Act. Hardship and protective buying will be permitted only for a particular parcel or a limited number of parcels. These types of land acquisition will not limit the evaluation of alternatives, including shifts in alignment for planned construction projects, which may be required in the NEPA process. No project development on such land may proceed until the NEPA process has been completed. D. Special PrQiect Information Environmental Commitments: All standard procedures and measures will be implemented to avoid or minimize environmental impacts. All practical Best Management Practices (BMP's) will be included and properly maintained during project construction. In accordance with the provisions of Section 404 of the Clean Water Act (33 U.S.C. 1344), a permit will be required from the Corps of Engineers for the discharge of dredged or fill material into "Waters of the United States." North Carolina Division of Water Quality (DWQ) Section 401 Water Quality General Certification will be obtained prior to issue of the Army Corps of Engineers Nationwide Permit # 23. The Town of Boone has requested that 1.5 meter (5 foot) sidewalks be constructed along each side of the roadway on the proposed project. The Town of Boone will participate in the cost of the sidewalks per NCDOT policy. A municipal I agreement will be prepared regarding provision of sidewalks prior to construction of the project. The following recommendations made by the North Carolina Wildlife Resource Commission will be followed: 1) 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. 2) Work should 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. 3) 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. Estimated Costs: Construction $ 400,000 Right of Way $ 390,000 Total $ 790,000 Estimated Traffic: Current - 3,800 VPD Year 2018 - 13,000 VPD TTST - 3% DUAL - 2% Proposed Typical Roadway Section: Travelway - 7.2 meters (24 feet) wide Shoulders - concrete curb and gutter with 1.5 meter (5 foot) sidewalks on both sides of the roadway Design Speed: 60 km/h (35 mph) Functional Classification: Urban Local Route 4 I Division Office Comments: The Division 11 Engineer concurs with the recommendation of replacing the bridge in place and detouring traffic along surrounding roads during construction. E. Threshold Criteria If any Type II actions are involved in the project, the following evaluation must be completed. If the project consists gn1X of Type I improvements, the following checklist does not need to be Completed. ECOLOGICAL YES NO (1) Will the project have a substantial impact on any unique on any unique or important natural resource? X (2) Does the project involve any habitat where federally --- listed endangered or threatened species may occur? X (3) Will the project affect anadromous fish? X (4) If the project involves wetlands, is the amount of -- permanent and/or temporary wetland taking less than x one-third (1/3) acre and have all practicable measures wetland to avoid and minimize takings been evaluated? (5) Will the project require use of U. S. Forest Service lands? X (6) Will the quality of adjacent water resources be adversely impacted by proposed construction activities? X (7) Does the project involve waters classified as Outstanding Water Resources (OWR) and/or High Quality Waters X (HQW)? (8) Will the project require fill in waters of the United States in any of the designated mountain trout counties? X 5 i (9) Does the project involve any known underground storage tanks (UST's) or hazardous materials sites? X PERMITS AND COORDINATION YES NO (10) If the project is located within a CAMA county, will the project significantly affect the coastal zone and/or any N/A "Area of Environmental Concern" (AEC)? (11) Does the project involve Coastal Barrier Resources Act --- resources? X (12) Will a U. S. Coast Guard permit be required? X (13) Will the project result in the modification of any existing --- regulatory floodway? X (14) Will the project require any stream relocations or channel changes? X SOCIAL AND ECONOMIC YES NO (15) Will the project induce substantial impacts to planned -- -- growth or land use for the area? X (16) Will the project require the relocation of any family or business? X (17) Will the project have a disproportionately high and adverse -- human health and environmental effect on any minority or X low-income population? (18) If the project involves the acquisition of right of way, is the amount of right of way acquisition considered minor? X 6 (19) Will the project involve any changes in access control? X (20) Will the project substantially alter the usefulness and/ or land use of any adjacent property? X (21) Will the project have an adverse effect on permanent local - traffic patterns or community cohesiveness? X (22) Is the project included in an approved thoroughfare plan and/ or Transportation Improvement Program (and is, X therefore, in conformance with the Clean Air Act of 1990)? - - (23) Is the project anticipated to cause an increase in traffic volumes? X (24) Will traffic be maintained during construction using existing - roads, staged construction, or on-site detours? X (25) If the project is a bridge replacement project, will the bridge be replaced at its existing location (along the existing facility) X and will all construction proposed in association with the bridge replacement project be contained on the existing facility? (26) Is there substantial controversy on social, economic, or environmental grounds concerning the project? X (27) Is the project consistent with all Federal, State, and local - - laws, relating to the environmental aspects of the action. X (28) Will the project have an "effect" on properties eligible for or listed on the National Register of Historic Places? X 7 i (29) Will the project affect any archaeological remains which are -- important to history or pre-history? X (30) Will the project require the use of Section 4(f) resources --- (public parks, recreation lands, wildlife and waterfowl x refuges, historic sites or historic bridges, as defined in Section 4(f) of the U. S. Department of Transportation Act of 1966)? (31) Will the project result in any conversion of assisted public recreation sites or facilities to non-recreation uses, as defined x by Section 6(f) of the Land and Water Conservation Act of 1965, as amended? (32) Will the project involve construction in, across, or adjacent to a river designated as a component of or proposed for _ X inclusion in the natural Wild and Scenic Rivers? F. Additional Documentation Required for Unfavorable Responses in Part E Question 8: Construction of the culvert will require fill in waters of the United States in Watauga County, which is a designated mountain trout county. Biological staff of the North Carolina Wildlife Resource Commission (WRC) have indicated that Boone Creek does not support trout. A letter from the WRC regarding this project is attached at the end of this document. Questions 16 and 20: Construction of the new culvert and approaches cannot be accomplished without encroaching on the parking lot of the apartment building just northeast of the bridge. With no alternative parking available nearby, residents of the four unit apartment building will need to be relocated. A relocation report is attached at the end of this document. 8 G. CE Approval TIP Project No. B-2658 State Project No. 8.2750601 - Federal-Aid Project No. BRZ-1547(2) - A. Project Description: The project will consist of replacing Bridge No. 10 on SR 1547 over Boone Creek in Watauga County. The existing structure will be replaced with a 2 @ 3.4 meter by 1.8 meter (11 foot by 6 foot) reinforced concrete box culvert (RCBC) at approximately the same location and roadway elevation as the existing bridge. Per a proposed municipal agreement between the Town of Boone and NCDOT, approach work will consist of resurfacing and widening the roadway to 7.2 meters (24 feet) with concrete curb and gutter, and with 1.5 meter (5 foot) sidewalks installed on both sides of the roadway. The project length will be approximately 146 meters (480 feet). Traffic will be detoured along surrounding roads during construction. (See the attached location map.) _ TYPE II (A) X TYPE II (B) 4-9-79 -Ie? D _ Date Assistant Manager Planning & Environmental Branch '? V ?/ ire &7Z J 7 - Date Projedt Planning Unit Head Date Pr ' 1 in6En eer if -/3- q 8 OLAL_' -- - - Date iAdministr tor Federal Highway Administration 9 I ?u 1Z ????nt Rocw ??? ti 000 • 0#0 North Carolina Department Of Transportation Planning & Environmental Branch WATAUGA COUNTY REPLACE BRIDGE NO. 10 ON SR 1547 OVER BOONE CREEK B-2658 0 kilometers 0.4 kilometers 0.8 Figure 1 0 miles .25 miles 0.5 ® North Carolina Wildlife Resources Commission® 312 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391 Charles R. Fullwccd. Executive Director MEMORANDUM TO: Jeff Ingham North Carolina Department of Transportation FROM: Stephanie E. Goudreau, Eastern Mt. Region Coordinator Habitat Conservation Program DATE: April 22, 1997 SUBJECT: Preliminary comments for the replacement of Bridge #10 on SR 1547 over Boone Creek, Watauga County, TIP #B-2658 This correspondence responds to a request by you for our preliminary comments regarding the subject project. Biological staff of the North Carolina Wildlife Resources Commission are familiar with Boone Creek, which flows through an urban area. Our comments to the U.S. Army Corps of Engineers during the 404 permit process will reflect that this stream does not support trout. We have not identified any other special concerns regarding this project. We have the following general recommendations regarding this project: 1) 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. 2) If concrete will be used, work shouldG 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. 3) 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. Thank you for the opportunity to review and comment during the early stages of this project. If you have any questions regarding these comments, please contact me at 704/652-4257. !. S:T t, ., r..' North Carolina Department of Cultural Resources James B. Hunt Jr., Governor Division of Archives and History Betty Ray McCain, Secretary Jeffrey J. Crow, Director March 20, 1997 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Bridge 10 on SR 1547 over Boone Creek, Watauga County, B-2658, Federal Aid Project BRZ-1547(2), State Project 8.2750601, ER 97- 8340 Dear Mr. Graf: On March 18, 1997, Debbie Bevin of our staff met with North Carolina Department of Transportation (NCDOT) staff for a meeting of the minds concerning the above project. We reported our available information on historic architectural and archaeological surveys and resources along with our recommendations. NCDOT provided project area photographs and aerial photographs at the meeting. Based upon our review of the photographs and the information discussed at the meeting, we offer our preliminary comments regarding this project. In terms of historic architectural resources, we are aware of no historic structures located within the area of potential effect. We recommend that no historic architectural survey be conducted for this project. There are no known archaeological sites within the proposed project area. Based on our present knowledge of the area, it is unlikely that any archaeological resources which may be eligible for inclusion in the National Register of Historic Places will be affected by the project construction. We, therefore, recommend that no archaeological investigation be conducted in connection with this project. Having provided this information, we look forward to receipt of either a Categorical Exclusion or Environmental Assessment which indicates how NCDOT addressed our comments. The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966 and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800. 109 East Jones Street • Raleigh, North Carolina 27601.2507 ??? Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sirtc rely, ? V David Brook Deputy State Historic Preservation Officer DB:slw cc: <F. Vick B. Church T. Padgett RELOCATION REPORT North Carolin.1 Department of Transportotion AREA RELOCATION OFFICE EKI E.I.S. [:] CORRIDOR F-] DESIGN PROJECT: 8.2750601 COUNTY WATAUGA I Alternate 1 of 1 Alternate I D NO. E3 F A. PROJECT I BRZ-1547 (2) - DESCRIPTION OF PROJECT. Replacement of bridge No 10 on SR 1547 over Boone Creek ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants I I Total Minoritie s 0-1 EM j 15-25M 25-35M I _' -50h1 5n tJF I kPSiriential 0 5 5 0 4 1 1 0 1 0 0 Businesses 1 01 0 0 0 VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 I 0 0 0 Owners Tenants For S:IIe For Rent Non-Profit 0 0 _ 0 _ 0 _ 0-20m p _ 50 p -3-0--1- 0-20M n 1 5 0-150 0 ANSWER ALL CUESTIONS 2o-tmA 0 150-'S; c 7o-tn1A -^ r es Nc Explain all "YES" answers. 40-7ora 0 ? 250-400 5 1 40-70M p 250500 ? 12 1 X 1 VVlll special relocation services he necessary? 70.100M p 400-000 i p 70-1noM p ton non 0 X 2. VVIII schools or churches be affect by 100 up j p 600 UP p 100 up j 0 I 600 up 0 rilsplacemenr TOTAL 1 0 5 0 12 X i 3. Will business services still be available after REMARKS (ReSZc.nd by A1U"^ ? .'; project? i X 4. Will any business be displaced? If so, NEGATIVE RESIDENTIAL STUDY indicate size, type. estimated number of employees, minnrifies, etc 3. NO BUSINESS AFFECTED X 5. Will relocation cause a housing shortage? 6. Source for available housing (list) 6. NEWSPAPER. APARTMENT GUIDE X 7. Will additional housing programs be needed? X I 8. Should Last Resort Housing be considered? 8 WILL BE IMPLEMENTED A q r!F ErG+' P'? X 9 Are there farce. disaoied, elderly, etc families? 11. LOCAL HOUSING AUTHORITY I X 10 Will public housing be needed for project? 12, YES. AS INDICATED BY THE AVAILASL F Art RT%1F!,IT I !ST X 1 11 Is public housing available? X - 12. Is it felt there will be adequate DSS housing housing availablo rli:rma relornti-n nnrinrl^ 14 NO BUSINESS ARF AFFFCTFr" X X 1 _ 13 V!II there be a problem of housing within financial means? 14 Are suitable business sites available (list source) 15 NumhPr months estimated to complete _ RELOCATION? 112 MO. - COMMENTS THE APARTMENT DWFLLER" Itl T! I'S ARE 90% STUDENTS IT IS FEI_T THAT PFI nrATlnr•I gI-401 11 F) OCCUR DURING THE SUMMER MOPJTHS TO AVOID UNNECESSARY RELOCAT!nrlS AND INCnr•IVFNIFr-I(-F M cT1???AITQ r T P'FPIr MELTON ?- Hoocation Aaent Date I ADDroved by Late mti 1!: 4 Re•.ised 02195 d GrigmRl 1 (. Ypv -)a- Reioc 01,41 i`.C°nt r. r nom:. STATE OF NORTH CAROLINA DEPAPUMENT OF TRANSPORTATION JAMES B. HUNT JR. RO. BOX 25201. RALEIGH. N.C. 27611-5201 GOVERNOR February 27, 1998 E. NORRIS TOLSON SECRETARY MEMORANDUM TO: Wayne Elliot, Unit Head Bridge Unit FROM: Marc Recktenwald, Environmental Biologist Permits, Mitigation, and Natural Resources Unit SUBJECT: Natural Resources Technical Report for the proposed replacement of bridge No. 10 on SR 1547 over Boone Creek, Watauga County. TIP No. B-2658, State project No. 8.2750601, Federal aid project No. BRZ-1547(2). ATTENTION: Jeff Ingham, Project Engineer Bridge Unit The following report is submitted to assist in the preparation of a Programmatic Categorical Exclusion for the proposed project. This report contains information concerning water resources, biotic resources, Waters of the United States, permit requirements and federally protected species within the project area. The information contained in this report is relevant only in the context of existing preliminary design concepts. If design parameters and criteria change, additional field investigations may need to be conducted. The proposed project involves replacing the existing bridge on existing location. Alternative 1 proposes to replace the bridge with two 3.4 m (11 ft) by 1.8 m (6 ft) reinforced concrete box culverts (RCBC) while repaving SR 1547 and adding a shoulder section. Alternative 2 proposes to replace the existing bridge with two 3.4 m (11 ft) by 1.8 m (6 ft) RCBC while repaving SR1547 and adding curb and gutter with a sidewalk. The total project length for each alternative is approximately 137 m (450 ft). Traffic will be detoured along surrounding roads during construction with either alternative. .r. Nzi METHODOLOGY Field investigations were conducted on 22 August 1997 by NCDOT biologists Dale Suiter, Chris Rivenbark and Marc Recktenwald to assess natural resources at the project site. Plant communities and their associated wildlife were identified and recorded. Wildlife identification involved using one or more of the following observation techniques: active searching and capture, visual observations (binoculars), and identifying characteristic signs of wildlife (sounds, scat, tracks and burrows). Faunal species observed during the site visit are denoted with an asterisk (*). Terrestrial community classifications generally follow Schafale and Weakley (1990) where possible, and plant taxonomy follows Radford, et al. (1968). Animal taxonomy follows Martof, et al. (1980), Menhenick (1991), Potter, et al. (1980), and Webster, et al. (1985). Predictions regarding wildlife community composition involved general qualitative habitat assessment based on existing vegetative communities. Jurisdictional wetland determinations were performed using delineation criteria prescribed in the Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987). Wetland classifications follow Cowardin et. al. (1979). Information concerning federal and state protected species in the study area was gathered from the North Carolina Natural Heritage Program (NCNHP) database of rare species and unique habitats along with the U.S. Fish and Wildlife Service (FWS) list of protected species and species of concern. WATER RESOURCES One water resource occurs in the project area, Boone Creek. Boone Creek is a perennial mountain stream. It lies in the New River drainage basin. During the site visit, Boone Creek was observed to be approximately 5-6 m (16- 20 ft) wide and 10-15 cm (4-6 in) deep. Its substrate is comprised of sand, rock of various sizes, and cobble. At the time of the site visit Boone Creek had a swift flow and its water clarity was excellent. At the construction area Boone Creek is_ . highly channellized and has vegetated stream banks. Streams have been assigned a best usage classification by the Division of Water Quality (DWQ), formerly the Division of Environmental Management. The best usage classification for Boone Creek (DWQ Index No. 28-78-1-8) is C Tr+. Boone Creek has its confluence with Winkler Creek [DWQ Index No. 10-1- 4-(3.5)] approximately 0.6 km (0.4 mi) downstream of the project site. Winkler Creek has been assigned a best usage classification of C Tr+. Winkler Creek has its confluence with Middle Fork South Fork New River [DWQ Index No. 10-1- 2-(15)] approximately 1.6 km (1.0 mi) downstream of the Boone Creek/Winkler Creek confluence. Middle Fork South Fork New River has been assigned a best usage classification of WS-IV CA+. Class C refers to waters suitable for aquatic life propagation and survival, fishing, wildlife, secondary recreation and agriculture. Tr (Trout water) is a supplemental water classification including waters suitable for natural trout propagation and maintenance of stocked trout. WS IV (Water Supplies IV) refers to those waters protected as water supplies which are generally in moderately to highly developed watersheds; suitable for all Class C uses. The subclassification of CA (Critical Area) refers to those waters located in a water intake area. A water intake is located 0.05 km (0.03 mi) upstream of the Winkler Creek/Middle Fork South Fork New River confluence. The notation (+) identifies waters that are subject to a special management strategy specified in 15A NCAC 2B. 02 the Outstanding Resource Waters (ORW) rule, in order to protect downstream waters designated an ORW. NCDOT's Best Management Practices for the Protection of Surface Waters should be strictly enforced during the construction phase of the project. This would include but is not limited to: 1) installation of temporary silt fences to control runoff during construction; 2) placement of temporary ground cover or re-seeding of disturbed sites to reduce runoff and decrease sediment loading; 3) reduction of clearing along streams. Since this project crosses trout waters NCDOT's guidelines for Construction of Highway Improvements Adjacent to or Crossing Trout Waters in North Carolina must be followed. Additionally, DWQ request that DOT strictly adhere to North Carolina regulations entitled Design Standards in Sensitive Watersheds (15A NCAC 04B.0024) throughout design and construction for this project in the area that drains to streams having WS (Water Supply), ORW (Outstanding Resource Water), HQW (High Quality Water), B (Body Contact), SA (Shellfish Water) or Tr (Trout Water) classifications to protect existing uses. Terrestrial Communities There is one type of terrestrial community, maintained/disturbed, in the project area. Maintained/Disturbed The maintained/disturbed community consist of residential and commercial lawns that are maintained in an early successional stage through the use of herbicides and regular mowing. The common flora species found in this community includes fescue (Festuca spp.), buttercup (Ranunculus spp.), curly- 3 doc (Rumex crispus), forget-me-not (Myosotis laxa), heal-all (Prunella vulgaris), goldenrod (Solidago spp.), Queen Anne's Lace (Daucus carota), white clover (Trifolium repens), yellow wood sorrel (Oxalis stricta), dandelion (Taraxacum officinale). The streambank vegetation is also highly maintained and includes the above mentioned species along with golden bell (Forsythia spp.), black cherry (Prunus serotina), sugar maple (Acer saccharum), green ash (Fraxinus pennsylvanica), black willow (Salix nigra), chickory (Cichorium intybus), eastern cottonwood (Populus deltoides), jewelweed (Impatiens capensis), tearthumb (Polygonum sagittatum), and hedge bindweed (Convolvulus sepium). Wildlife resources in this community are limited by the high degree of maintenance that occurs on residential and commercially developed land. Having been subjected to some type and degree of disturbance in the past, many species found in this type of habitat are highly adaptive and have the ability to repopulate an area quickly after disturbance. Species found in these areas generally use the area for foraging and are highly adaptive species that adjust well to human development. Wildlife species that are common to such areas include Virginia oppossum (Didelphis virginiana), eastern harvest mouse (Reithrodontomys humulis), and hispid cotton rat (Sigmodon hispidus). Avian species include Carolina chickadee (Parus carolinensis), mourning dove (Zenaida macroura), common grackle (Quiscalus quiscula), and European starling*(Stumus vulgaris), and common crow* (Corvus caurinus). Additionally, evidence of muskrat* (Ondatra zibethicus) activity was identified along the streambank. Terrestrial Community Impacts Impacts to terrestrial communities will result from project construction due to the clearing and paving of portions of the project area, and thus the loss of community area. Calculated impacts to terrestrial communities reflect the relative abundance of each community present in the study area. Estimated impacts are derived based on the project length 137 m (450 ft), and the entire proposed right-of-way width of 18 m (60 ft). Based on this method the total impact to the maintained/disturbed community is 0.25 hectare (0.62 acres) for each alternative. However, project construction often does not require the entire right-of-way; therefore, actual impacts may be considerably less. Aquatic Communities Community composition of the aquatic communities is reflective of the physical characteristics of the water body and the condition of the water resource. Terrestrial communities adjacent to water resources also greatly influence aquatic community composition and structure. t Based on the size, characteristics and geographical location of the water resources that are located in the project site the following aquatic species are likely to occur. Fish species include gizzard shad (Dorsoma cepedianum), central stoneroller (Compostoma anomalum), whitetail shiner (Cyprinella galactura), river chub (Nocomis micropogan), silver shiner (Notropis photogenis), longnose dace (Rhinichthys cataractae), creek chub (Semotilus atromuculatus), white sucker (Catostomus commerson?), mottled sculpin (Cottus bailey), greenside darter (Etheostoma blennioides), and banded darter (Etheostoma zona/e). Aquatic invertebrates may include mayflies (Order Ephemeroptera), stonefies (Order Plecoptera) and caddisflies (Family Trichoptera). Other Macroirive rtebrates such as crayfish (Cambarus spp., and Procambarus spp.) are typically found in these types of mountain streams. JURISDICTIONAL TOPICS This section provides descriptions, inventories and impact analysis pertinent to two important issues-- Waters of the United States, and rare and protected species. Waters of the United States Impacts to jurisdictional surface waters are anticipated. Jurisdictional surface waters are present in the form of Boone Creek, a mountain perennial stream. Impacts can be minimized with NCDOT Best Management Practices for the Protection of Surface Waters, NCDOT's "Guidelines for Construction of Highway Improvements Adjacent to or Crossing Trout Waters in North Carolina" and Design Standards in Sensitive Watersheds. Boone Creek has deep, well defined channels at the project area. No jurisdictional wetlands are associated with Boone Creek in the project area. In accordance with provisions of section 404 of the Clean Water Act (33 U.S.C. 1344), a permit will be required from the COE for the discharge of dredged or fill material into "Waters of the United States." Permits A Nationwide Permit 33 CFR 330.5(a) (23) is likely to be applicable for all impacts to Waters of the United States resulting from the proposed project. This permit authorizes activities undertaken, assisted, authorized, regulated, funded or financed in whole, or part, by another Federal agency or department where that agency or department has determined the pursuant to the council on environmental quality regulation for implementing the procedural provisions of the National Environmental Policy Act: (1) that the activity, work, or discharge is categorically excluded from environmental documentation because it is included within a category of actions which neither individually nor cumulatively have a significant effect on the human environment, and; (2) that the office of the Chief of Engineers has been furnished notice of the agency' or department's application for the categorical exclusion and concurs with that determination. In addition, a North Carolina Division of water Quality (DWQ) Section 401 Water Quality General Certification is also required. Section 401 of the Clean Water Act requires that the state issue or deny water certification for any federally permitted or licensed activity that may result in a discharge into waters of the United States. The issuance of a 401 permit from DWQ is a prerequisite to issuance of a Section 404 Permit. Additionally, since the proposed project is located in one of the twenty-five mountain counties designated as having trout waters, the approval of a nationwide permit by the COE is conditioned upon the concurrence of the N.C. Wildlife Resource Commission (WRC). Rare and Protected Species Some populations of fauna and flora have been in, or are in, the process of decline either due to natural forces or their inability to coexist with human activities. Federal law (under the provisions of the Endangered Species Act of 1973, as amended) requires that any action, likely to adversely affect a species classified as federally-protected, be subject to review by the Fish and Wildlife Service (FWS). Other species may receive additional protection under separate state laws. - Federally-Protected Species Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE) and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of 04 November 1997, the FWS lists four federally-protected species for Watauga County (Table 1). A complete description along with a biological conclusion for each species follows Table 1. F i aoie i. reaerany-protectea species Tor vvatauga county. Common Name Scientific Name Status bog turtle Clemmys muhlenbergii T(S/A) Carolina northern flying Glaucomys sabrinus Endangered squirrel coloratus spreading avens Geum radiatum Endangered Heller's blazing star Liatris helleri Threatened Roan Mountain bluet Houstonia montana Endangered (=Hedyotis purpurea var. montana) Note: T(S/A) refers to a species that is threatened due to similarity of appearance with other rare species and is listed for its protection. Clemmys muhlenbergii (bog turtle) Threatened (S/A) Family Emydidae Date Listed: 01 May 1997 The bog turtle is North Carolina's smallest turtle, measuring 7 to 10 cm (3 to 4 in) in length. It has a dark brown carapace and a black plastron. The bright orange or yellow blotch on each side of the head and neck is a readily identifiable characteristic. The bog turtle inhabits damp grassy fields, bogs and marshes in the mountains and western Piedmont. The bog turtle is shy and secretive, and will burrow rapidly in mud or debris when disturbed. The bog turtle forages on insects, worms, snails, amphibians and seeds. In June or July, three to five eggs are laid in a shallow nest of moss or loose soil. The incubation period last fifty-five days. The bog turtle is listed as Threatened due to Similarity of Appearance and therefore is not subject to Section 7 consultation and a biological conclusion for this species is not required. Glaucomys sabrinus coloratus (northern flying squirrel) Endangered Family: Sciurdiae Date Listed: 1 July 1985 The northern flying squirrel is widely distributed in northern North America and was not known to exist on the east coast south of New York until well into the 20th century. There are several isolated populations of the northern flying squirrel in the western part of North Carolina, along the Tennessee border. These populations are in Yancey and Haywood counties and in the vicinity of Mt. Mitchell. The northern flying squirrel is a small gliding rodent, that measures 26-31 cm in total length and 95-140 gm in weight. This squirrel has a large well furred flap of skin along either side of its body, this flap of skin is connected at the wrist in the front and at the ankle in the rear. The skin flaps and its broad flattened tail allow the northern flying squirrel to glide from tree to tree. It is a solely nocturnal animal with large dark eyes. Juvenile squirrels have a uniform dark grey back and an off-white underside. Adult squirrels are characteristically grey with a brownish, tan, or reddish wash on the back, and a grayish-white to bully white underside. This squirrel is found above 1517 m (5000 ft) in the vegetation transition zone between hardwood and coniferous forests. Both forest types are used to search for food and the hardwood forest is used for nesting sites. Northern flying squirrels feed on lichens, fungi, seeds, buds, fruit, staminate cones, insects, and animal flesh. The northern flying squirrel occupies tree cavities, woodpecker holes and less often leaf nests in the winter. Leaf nests are most often occupied in the summer. The inside of their nests is lined with lichens, moss, or finely chewed bark. A West Virginia study has preliminary results that show the use of burrows by northern flying squirrels. Biological Conclusion No Effect The proposed project is located in highly developed area of Boone, NC. Suitable habitat in the form of vegetated zones between hardwood and coniferous forests above 1517 meters (5000 ft) does not exist in the project area. The project elevation is approximately 975 m (3200 ft). Additionally, the NCNHP database for rare species and unique habitats was searched on 19 August 1997. The search identified no records of the northern flying squirrel in the project are&_ Therefore, the proposed project will not effect the northern flying squirrel. Geum radiatum (spreading avens) Endangered Family: Rosaceae Federally Listed: 5 April 1990 Flowers Present: June - early July This species is found only in the North Carolina and Tennessee sections of the Southern Appalachian Mountains. Known populations in Burke County have been extirpated and populations in any other counties have shown a serious decline. Q Stems of this perennial herb grow from horizontal rhizomes and obtain a height of 2-5 decimeters. The stems are topped with an indefinite cyme of bright yellow radially symmetrical flowers. Basal leaves are odd-pinnately compound, terminal leaflets are kidney shaped and much larger than the lateral leaflets, which are reduced or absent. Leaflets have lobed or uneven margins and are serrate, with long petioles. Stem leaves are smaller than the basal, rounded to obovate, with irregularly cut margins. Fruits are hemispheric aggregates of hairy achenes that are 7-9 mm in diameter. Spreading avens occurs on scarps, bluffs, cliffs and escarpments on mountains, hills, and ridges. Known populations of this plant have been found to occur at elevations of 1535-1541 meters (5060-5080 feet), 1723-1747 meters (5680-5760 feet) and 1759 meters (5800 feet). Other habitat requirements for this species include full sunlight and shallow acidic soils. The spreading avens is found in soils composed of sand, pebbles, humus, sandy loam, clay loam, and humus. Most populations are pioneers on rocky outcrops. Biological Conclusion No Effect No suitable habitat in the form of scarps, bluffs, cliffs and escarpments on mountain, hills and ridges is present at the project area. The project elevation is approximately 975 m (3200 ft) which is considered too low for spreading avens. Additionally, the NCNHP database for rare species and unique habitats was reviewed on 19 August 1997. The review revealed no documented observations of spreading avens in the project area. Therefore, the spreading avens will not be impacted by the project construction. Liatris helleri (Heller's blazing star) Threatened Plant Family: Asteraceae Federally Listed: 19 November 1987 Flowers Present: late June - August This plant is endemic to high elevation ledges of rock outcrops of the northern Blue Ridge Mountains in North Carolina. Of nine historic populations only seven remain in existence. Heller's blazing star is a short stocky plant that has one or more erect stems that arise from a tuft of narrow, pale green basal leaves. Leaves are accuminate and diminish in size and breadth upward on the stem. Stems are 4 dm tall and are topped with a raceme of small (7-20 cm) lavender flowers. Fruits are present from September to November. This plant is a high altitude early pioneer species and can be found growing on high elevation ledges of rock outcrops in grassy areas where it is 9 exposed to full sunlight. It prefers shallow acid soils associated with granite rocks. Biological Conclusion No Effect No suitable habitat in the form of high elevation ledges of rock outcrops in grassy areas exist in the proposed project area. Furthermore, NCNHP database of rare species and unique habitats was reviewed on 19 August 1997. There were no documented reports of Heller's blazing star within the project area. Therefore, the proposed project will not effect Heller's blazing star. Hedyotis purpurea var. montana (mountain purple or Roan Mountain bluet) Endangered Plant Family: Rubiaceae Federally Listed: April 5, 1990 Flowers Present: June - July (best time is mid June) Roan Mountain bluet is a perennial species with roots and grows in low tufts. Roan Mountain bluet has several bright purple flowers arranged in a terminal cyme. This plant can be found on cliffs, outcrops, steep slopes, and in the gravelly talus associated with cliffs. Known populations of Roan Mountain bluet occur at elevations of 1400-1900 meters (4600-6200 ft). It grows best in areas where it is exposed to full sunlight and in shallow acidic soils composed of various igneous, metamorphic, and metasedimentary rocks. Biological Conclusion No Effect Habitat in the form of cliffs, outcrops, steep slopes, and in the gravely talus associated with cliffs does not exist in the project area. The project elevation is approximately 975 m (3200 ft) which is considered too low for the _ Roan Mountain bluet. Additionally, the NCNHP database for rare species and unique habitats was reviewed on 19 August 1997. The review revealed no documented observation of Roan Mountain bluet in the project area. Therefore, the Roan Mountain bluet will not be impacted by the project construction. cc: V. Charles Bruton, Ph.D., Permits, Mitigation, and Natural Resources Unit Head Hal C. Bain, Natural Resources Supervisor File: B-2658 10 q.N STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPET-i- GOVERNOR SECRETARY November 13, 2001 U. S. Army Corps of Engineers Raleigh Regulatory Field Office 404 i GUEL) 6508 Falls of Neuse Road, Suite 12 Raleigh, North Carolina 27609 Attention: Ms. Jean Manuele NCDOT Project Coordinator 0113f741 Subject: Watauga County; Proposed Replacement of Bridge No. 10 over Boone Creek on SR 1547, Federal Project BRZ-1547 (2); State Project 8.2750601; TIP No. B-2658 Dear Ms. Manuele: As you are aware, the North Carolina Department of Transportation (NCDOT) has requested authorization from the U. S. Army Corps of Engineers (USACE) under a Section 404 Nationwide Permit (NWP) 23 on September 10, 2001 to replace Bridge No. 10 over Boone Creek on SR 1547, with a culvert. The purpose of this letter is to request authorization under a Section 404 NWP 33 to place impervious dikes in the stream in order to dewater the site and divert the flow around the site during constriction of the culvert. The project has a let date of April 2002. Bridge No. 10 over Boone Creek on SR 1547 will be replaced with a 70.1 foot (ft) long 2@ 12 ft by 8 ft reinforced concrete box culvert (RCBC) at approximately the existing location and elevation. Approach work will consist of resurfacing and widening the existing roadway to 24 ft with concrete and gutter and 5 ft sidewalks on both sides of the roadway. During construction, traffic will be maintained using surrounding roads as an off-site detour. The superstructure of Bridge No. 10 is constructed mainly of timber and steel, therefore, all components of the bridge superstructure will be removed without dropping them into the stream. The bridge substructure is composed of timber piles on concrete sills. There is a potential for components of the concrete sills to be dropped into waters of the United States during construction. The resulting temporary fill associated with the concrete sills could potentially be 10 yd3. This material will be removed in its entirety. Replacing the bridge with a culvert will result in temporary and permanent impacts to waters of the United States. There will be 0.03 ac of permanent fill due to the construction of the culvert. Approximately 108 ft of the existing channel will be impacted, however only 65 ft will MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET 1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC. US RALEIGH NC RALEIGH NC 27699-1548 have permanent impacts due to the culvert. The temporary fill in surface waters is due to the placement of impervious dikes in the stream in order to dewater the site and divert flow around the site during construction of the culvert. This will result in 0.01 ae of temporary fill placed in Boone Creek and impact 43 ft of channel. Sandbags are the recommended temporary fill to be used as impervious dikes. Approximately 26 yd3 of fill will be temporarily placed in waters of the United States. The fill will be in place for approximately 3 to 4 months and will probably be removed by hand and disposed of in an upland area as directed by NCDOT. The original contours and elevation of the stream will be restored immediately after the purpose of the impervious dikes has been served. Standard erosion control procedures will be used to prevent erosion. Permit drawings illustrating the impacts are attached to this letter. Note that the area shown for the temporary fill will not completely block off the channel at any one time. Watauga County is among the 25 mountain counties designated as having trout waters. Boone Creek is not designated by the N. C. Wildlife Resources Commission (NCWRC) as a Public Mountain Trout Water. NCWRC has stated in preliminary comments regarding the subject project that Boone Creek does not support trout. Written concurrence for 401 Water Quality Certification (WQC) from the N. C. Division of Water Quality (NCDWQ) is not required for the Section 404 NWP 33, however, NCDOT will adhere to all conditions of the general certification for Section 404 NWP 23 and 33. The NCDWQ is provided written notification of the proposed action by copy of this Section 404 NWP 33 application. In summary, the NCDOT has requested authorization from USAGE, under a Section 404 NWP 23, to replace Bridge No. 10 over Boone Creek on SR 1547 with a culvert. NCDOT now also requests authorization under a Section 404 NWP 33 to place impervious dikes in the stream in order to dewater the site and divert the flow around the site during construction of the culvert. If you have any questions or need any additional information concerning this project, please contact Ms. Jill Holmes of my staff at (919) 733-7844, extension 332. Sincerely, W. D. Gilmore, P. E., Manager Project Development and Environmental Analysis Branch WDG/jjh cc: Mr. David Franklin, USAGE, Wilmington Mr. John Dorney, NCDWQ, Raleigh Ms. Marella Buncick, USFWS, Asheville Ms. Mary Ellen Haggard, NCWRC Mr. Tim Rountree, P.E., Structure Design Mr. Calvin Leggett, P.E., Program Development Ms. Debbie Barbour, P.E., Highway Design Mr. Dave Henderson, P.E., Hydraulics Unit Mr. John Alford, P.E., Roadway Design Mr. Ken Pace, P.E., Roadside Environmental Mr. Carl McCann, P.E., Division I 1 Engineer ' m u (.?11J ? U ??z o z ' (n \ N w / ZO co ?v N m rr /r CL V) ri LLJ 1 D , Lr \? N Z z o F ? N can C?x7 U ? 0 Q4 ° H o w x zU o o H W UwZ ? w F; ? w a o A ?0 y a -- A U ? z 0 m 1 b Go ? ? a .,,/ Q do / / r/ J 610 ?aa ? a see x a ip!^ 1 Z + _ L °? k i r ?l Li ? N co Q LL ,W O V) ~ N ' ??' SH?p~6S So co 3p + ?\ N Q N Of J + U U W W N V) -J N CO J Q Z o 0 V) ?© m .8i Q a co C f) z ? F- m O F- O N W >- LLJ U Q U OD 0 3: co 00 O O z 0 Z 0-0 0 Vl co o. LL t W LL. N m u U- LL ZD [Ow Q o 00 Q o > a o o sO U F-O a V) Q o a>D LD O N W C O Q co 1? Q F- b m o - - - - - - - - Z - - - - - - W U Q c U U W F U. C a° Q O W EL _ M N LL a <n U m C? o m ° ° c ? Q Z c o U ? c O ° c C C m mU N Q ? ? - C - -- - - - - - - - - - - - - - O '' Q C O n ? c U > ? CC L yy X a > M 5 ` Z Ul C M T W Vl c O ?? K LL U u U Q E N d ~ c - - - --- f ? - o - - - - - - p -a ( N C U 8 O rYY b F A - . m U -h° + N_ x ? S N p ? cn LL 1V ?L + O Q O (n Z F- Z O ?- Office Use Only: Form Version April 2001 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: 23,33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: II. Applicant Information 1. Owner/Applicant Information Name: North Carolina Department of Transportation Mailing Address: Project Development and Environmental Analysis 1548 Mail Service Center Raleigh NC 27699-1548 Telephone Number: (919) 733-3141 Fax Number: (919) 733-9794 E-mail Address: 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: Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: Page 3 of 12 F 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: 2. T.I.P. Project Number (NCDOT Only): B-2658 3. Property Identification Number (Tax PIN): 4. Location County: Watauga Nearest Town: Boone NC Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): Heading north on US 321\US 221 from Caldwell County towards Boone in Boone turn south (left) onto SR 1547. Bridge No 10 is located over Boone Creek just before Winkler Cemetary. 5. Site coordinates, if available (UTM or Lat/Long): N360 12.266' W810 40.147' (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 and commercial area with maintained lawns. 7. Property size (acres): approximately 0.85 ac in the project area 8. Nearest body of water (stream/river/sound/ocean/lake): Boone Creek 9. River Basin: New River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at littp://h2o.enr.state.nc.us/admire/naps/.) Page 4 of 12 I 1 0. Describe the purpose of the proposed work: Bridge replacement (public transportation nroiect) 11. List the type of equipment to be used to construct the project: construction equipment to replace bridge 12. Describe the land use in the vicinity of this project: residential maintained yard 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: 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 map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** N/A * 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 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 hup://www.fcnta.gm,. *** 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: N/A Total area of wetland impact proposed: 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number (indicate on map) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) Site 1 Fill 108 Boone Creek 16-20ft perennial * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, 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 USES at 1-800-358-9616, or online at www.ust!s.9M. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com. wwvy.mapgucst.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 108 (43 ft will be relocated) 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 map) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Site I Permanent fill assoc. 0.03 Boone Creek stream with culvert Site 1 Temporary fill assoc. 0.01 Boone Creek stream with impervious dikes * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, 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): F-1 uplands F-] 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 bridge is being replaced in the same location and will have an off-site detour, usiny, surrounding roads during construction Page 7 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 211 .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. USAGE - 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 littp://112o.cnr.state.nc.us/ncwetlands/strnigide.litml. 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. 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 hup://112o.enr.state.nc.Lis/wrp/indcx.htr». 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): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® No ? X. 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 R 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 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Page 9 of 12 Yes ? No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation - - 3 2 I . _5 Total Zone I extends out iU feet perpendicular trom near bank 01 cnauurei: i one -, emcnus an additional 20 feet from the edge of Zone I. 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. 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. Impervious area will be slightly increased due to the widening of the approaches. NCDOT's BMPs for the Protection of Surface Waters will be followed throughout project 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 XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes E] No Is this an after-the-fact permit application? Page 10 of 12 Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant 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). pplicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County 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 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 Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only Page 11 of 12 Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland US Fish and Wildlife Service / National Marine Fisheries Service US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service Raleigh Field Office Asheville Field Office Habitat Conservation Division Post Office Box 33726 160 Zillicoa Street Pivers Island Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516 Telephone: (919) 856-4520 Telephone: (828) 665-1195 Telephone: (252) 728-5090 North Carolina State Agencies Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 27699-4617 Telephone: (919) 733-4763 Fax: (919) 715-2671 Division of Coastal Management 1638 Mail Service Center Raleigh, NC 27699-1638 Telephone: (919) 733-2293 Fax: (919) 733-1495 Western Piedmont Region Coordinator 3855 Idlewild Road Kernersville, NC 27284-9180 Telephone: (336) 769-9453 Mountain Region Coordinator 20830 Great Smoky Mtn. Expressway Waynesville, NC 28786 Telephone: (828) 452-2546 Fax: (828) 506-1754 CAMA and NC Coastal Counties Beaufort Chowan Bertie Craven Brunswick Currituck Camden Dare Carteret Gates Hertford Pasquotank Hyde Pender New Hanover Perquimans Onslow Tyrrell Pamlico Washington NCWRC and NC Trout Counties Alleghany Caldwell Watauga Ashe Mitchell Wilkes Avery Stokes Burke Surry Buncombe Henderson Polk Cherokee Jackson Rutherford Clay Macon Swain Graham Madison Transylvania Haywood McDowell Yancey Page 12 of 12 401 ISSUED CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM TIP Project No. _ B_-2658 State Project No. 8.2750601 _ / Federal-Aid Project No. BRZ-1547(2) // 3fy A. Proiect Description: The project will consist of replacing Bridge No. 10 on SR 1547 over Boone Creek in Watauga County. The existing structure will be replaced with a 2 @ 3.4 meter by 1.8 meter (11 foot by 6 foot) reinforced concrete box culvert (RCBC) at approximately the same location and roadway elevation as the existing bridge. Per a proposed municipal agreement between the Town of Boone and NCDOT, approach work will consist of resurfacing and widening the roadway to 7.2 meters (24 feet) with concrete curb and gutter, and with 1.5 meter (5 foot) sidewalks installed on both sides of the roadway. The project length will be approximately 146 meters (480 feet). Traffic will be detoured along surrounding roads during construction. B. Pose and Need: Bridge No. 10 has a sufficiency rating of 46.2 out of 100. The structure is a two lane bridge with 6.7 meters (22 feet) of bridge roadway width. The bridge is posted with a weight restriction of 9 tons for single vehicles and 15 tons for TTST's. The "Do-nothing" alternate is not practical, requiring the eventual closing of the road as the existing bridge completely deteriorates. Rehabilitation of the existing deteriorating bridge is neither practical nor economical. For these reasons, Bridge No. 10 needs to be replaced. C: Proposed Improvements: The improvements which apply to the project are circled: Modernization of a highway by resurfacing, restoration, rehabilitation, reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking weaving, turning, climbing). a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R and 4R improvements) b. Widening roadway and shoulders without adding through lanes c. Modernizing gore treatments d. Constructing lane improvements (merge, auxiliary, and turn lanes) e. Adding shoulder drains i f. Replacing and rehabilitating culverts, inlets, and drainage pipes, including safety treatments g. Providing driveways pipes h. Performing minor bridge widening ( less than one through lane) 2. Highway safety or traffic operations improvement projects including the installation of ramp metering control devices and lighting. a. Installing ramp metering devices b. Installing lights c. Adding or upgrading guardrail d. Installing safety barriers including Jersey type barriers and pier protection e. Installing or replacing impact attenuators f. Upgrading medians including adding or upgrading median barriers g. Improving intersections including relocation and/ or realignment h. Making minor roadway realignment i. Channelizing traffic j. Performing clear zone safety improvements including removing hazards and flattening slopes k. Implementing traffic aid systems, signals, and motorist aid 1. Installing bridge safety hardware including bridge rail retrofit O Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation replace existing at-grade railroad crossings. a. Rehabilitating, reconstructing, or replacing bridge approach slabs b. Rehabilitating or replacing bridge decks c. Rehabilitating bridges including painting ( no red lead paint), scour repair, fender systems, and minor structural improvements O Replacing a bridge (structure and/ or fill) 4. Transportation corridor fringe parking facilities. 5. Construction of new truck weigh stations or rest areas. 6. Approvals for disposal of excess right-of-way or for joint or limited use of right-of-way, where the proposed use does not have significant adverse impacts. 7. Approvals for changes in access control. 8. Construction of new bus storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is consistent with existing zoning and located on or near a 2 i street with adequate capacity to handle anticipated bus and support vehicle traffic. 9. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary facilities where only minor amounts of additional land are required and there is not a substantial increase in the number of users. 10. Construction of bus transfer facilities (an open area consisting of passenger shelters, boarding areas, kiosks and related street improvements ) when located in a commercial area or other high activity center in which there is adequate street capacity for projected bus traffic. 11. Construction of rail storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is consistent with existing zoning and where there is no significant noise impact on the surrounding community. 12. Acquisition of land for hardship or protective purposes, advance land acquisition loans under section 3 (b) of the UNIT Act. Hardship and protective buying will be permitted only for a particular parcel or a limited number of parcels. These types of land acquisition will not limit the evaluation of alternatives, including shifts in alignment for planned construction projects, which may be required in the NEPA process. No project development on such land may proceed until the NEPA process has been completed. D. Special PrQject Information Environmental Commitments: All standard procedures and measures will be implemented to avoid or minimize environmental impacts. All practical Best Management Practices (BMP's) will be included and properly maintained during project construction. In accordance with the provisions of Section 404 of the Clean Water Act (33 U.S.C. 1344), a permit will be required from the Corps of Engineers for the discharge of dredged or fill material into "Waters of the United States." North Carolina Division of Water Quality (DWQ) Section 401 Water Quality General Certification will be obtained prior to issue of the Army Corps of Engineers Nationwide Permit # 23. The Town of Boone has requested that 1.5 meter (5 foot) sidewalks be constructed along each side of the roadway on the proposed project. The Town of Boone will participate in the cost of the sidewalks per NCDOT policy. A municipal i agreement will be prepared regarding provision of sidewalks prior to construction of the project. The following recommendations made by the North Carolina Wildlife Resource Commission will be followed: 1) 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. 2) Work should 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. 3) 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. Estimated Costs: Construction $ 400,000 Right of Way $ 390,000 Total $ 790,000 Estimated Traffic: Current - 3,800 VPD Year 2018 - 13,000 VPD TTST - 3% DUAL - 2% Proposed Typical Roadway Section: Travelway - 7.2 meters (24 feet) wide Shoulders - concrete curb and gutter with 1.5 meter (5 foot) sidewalks on both sides of the roadway Design Speed: 60 km/h (35 mph) Functional Classification: Urban Local Route 4 Division Office Comments: The Division 11 Engineer concurs with the recommendation of replacing the bridge in place and detouring traffic along surrounding roads during construction. E. Threshold Criteria If any Type II actions are involved in the project, the following evaluation must be completed. If the project consists Qnly of Type I improvements, the following checklist does not need to be Completed. ECOLOGICAL YES NO (1) Will the project have a substantial impact on any -- unique on any unique or important natural resource? X (2) Does the project involve any habitat where federally listed endangered or threatened species may occur? X (3) Will the project affect anadromous fish? X (4) If the project involves wetlands, is the amount of permanent and/or temporary wetland taking less than x one-third (1/3) acre and have all practicable measures - wetland to avoid and minimize takings been evaluated? (5) Will the project require use of U. S. Forest Service lands? X (6) Will the quality of adjacent water resources be adversely -- impacted by proposed construction activities? X (7) Does the project involve waters classified as Outstanding -- Water Resources (OWR) and/or High Quality Waters X (HQW)? -- --- (8) Will the project require fill in waters of the United States - in any of the designated mountain trout counties? X 5 (9) Does the project involve any known underground storage tanks (UST's) or hazardous materials sites? X PERMITS AND COORDINATION YES NO (10) If the project is located within a CAMA county, will the - project significantly affect the coastal zone and/or any N/A "Area of Environmental Concern" (AEC)? (11) Does the project involve Coastal Barrier Resources Act resources? X (12) Will a U. S. Coast Guard permit be required? (13) Will the project result in the modification of any existing regulatory floodway? (14) Will the project require any stream relocations or channel changes? SOCIAL AND ECONOMIC (15) Will the project induce substantial impacts to planned growth or land use for the area? (16) Will the project require the relocation of any family or business? (17) Will the project have a disproportionately high and adverse human health and environmental effect on any minority or low-income population? (18) If the project involves the acquisition of right of way, is the amount of right of way acquisition considered minor? X X X YES NO X X X X 6 i (19) Will the project involve any changes in access control? (20) Will the project substantially alter the usefulness and/or land use of any adjacent property? X X (21) Will the project have an adverse effect on permanent local ----- traffic patterns or community cohesiveness? X (22) Is the project included in an approved thoroughfare plan and/ or Transportation Improvement Program (and is, X therefore, in conformance with the Clean Air Act of 1990)? (23) Is the project anticipated to cause an increase in traffic volumes? X (24) Will traffic be maintained during construction using existing -- roads, staged construction, or on-site detours? X (25) If the project is a bridge replacement project, will the bridge be replaced at its existing location (along the existing facility) X and will all construction proposed in association with the --- bridge replacement project be contained on the existing facility? (26) Is there substantial controversy on social, economic, or environmental grounds concerning the project? (27) Is the project consistent with all Federal, State, and local laws, relating to the environmental aspects of the action. (28) Will the project have an "effect" on properties eligible for or listed on the National Register of Historic Places? X X X 7 r. (29) Will the project affect any archaeological remains which are -- important to history or pre-history? X (30) Will the project require the use of Section 4(f) resources - (public parks, recreation lands, wildlife and waterfowl x refuges, historic sites or historic bridges, as defined in Section 4(f) of the U. S. Department of Transportation Act of 1966)? (31) Will the project result in any conversion of assisted public recreation sites or facilities to non-recreation uses, as defined x by Section 6(f) of the Land and Water Conservation Act of 1965, as amended? (32) Will the project involve construction in, across, or adjacent to a river designated as a component of or proposed for X inclusion in the natural Wild and Scenic Rivers? F. Additional Documentation Required for Unfavorable Responses in Part E Question 8: Construction of the culvert will require fill in waters of the United States in Watauga County, which is a designated mountain trout county. Biological staff of the North Carolina Wildlife Resource Commission (WRC) have indicated that Boone Creek does not support trout. A letter from the WRC regarding this project is attached at the end of this document. Questions 16 and 20: Construction of the new culvert and approaches cannot be accomplished without encroaching on the parking lot of the apartment building just northeast of the bridge. With no alternative parking available nearby, residents of the four unit apartment building will need to be relocated. A relocation report is attached at the end of this document. 8 G. CE Approval TIP Project No. B-2658 State Project No. 8.2750601 Federal-Aid Project No. BRZ-1547(2) A. Project Description: The project will consist of replacing Bridge No. 10 on SR 1547 over Boone Creek in Watauga County. The existing structure will be replaced with a 2 @ 3.4 meter by 1.8 meter (11 foot by 6 foot) reinforced concrete box culvert (RCBC) at approximately the same location and roadway elevation as the existing bridge. Per a proposed municipal agreement between the Town of Boone and NCDOT, approach work will consist of resurfacing and widening the roadway to 7.2 meters (24 feet) with concrete curb and gutter, and with 1.5 meter (5 foot) sidewalks installed on both sides of the roadway. The project length will be approximately 146 meters (480 feet). Traffic will be detoured along surrounding roads during construction. (See the attached location map.) TYPE II (A) X TYPE II (B) Date Assistant Manager Planning & Environmental Branch Date Project Planning Unit Head Date Pr ' 1 ing En ' eer - -- - -- JOA ivision Administr for Date Federal Highway Administration 9 N 321 4,4,0 421 f? F4P a na .31 321 \ plU 1143 a . I? l 'j, 3 li 221 . '?S 105 6'- . < 'J 1625 / x nVille W AT UG e henrood 1 Tor I-` r Grove M J I ,.each les e^.,k .-?.y0 ?DeaD. e e I ?Uin Crucis ` f/`t..: ?µrcW?Y M M m J W even p_,? r 1 e efUinls 8having Rock e 00, I 000 • • 4000 r, 17 .66 s North Carolina z Department Of Transportation 4n Planning & Environmental Branch WATAUGA COUNTY REPLACE BRIDGE NO. 10 ON SR 1547 OVER BOONE CREEK B-2658 0 kilometers 0.4 kilometers 0.8 IN a --4 Figure 1 0 miles .25 miles 0.5 ® North Carolina Wildlife Resources Commission® 312 N. Salisbury Street, Raleigh, North Carolina 27604-1188,919-733-3391 Charles R. Fullwcod. Executive Director MEMORANDUM TO: Jeff Ingham North Carolina Department of Transportation FROM: Stephanie E. Goudreau, Eastern Mt. Region Coordinator Habitat Conservation Program '. DATE: April 22, 1997 SUBJECT: Preliminary comments for the replacement of Bridge #10 on SR 1547 over Boone Creek, Watauga County, TIP #13-2658 This correspondence responds to a request by you for our preliminary comments regarding the subject project. Biological staff of the North Carolina Wildlife Resources Commission are familiar with Boone Creek, which flows through an urban area. Our comments to the U.S. Army Corps of Engineers during the 404 permit process will reflect that this stream does not support trout. We have not identified any other special concerns regarding this project. We have the following general recommendations regarding this project: 1) 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 poiiutants into the stream. 2) If concrete will be used, work shouldG 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. 3) 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. Thank you for the opportunity to review and comment during the early stages of this project. If you have any questions regarding these comments, please contact me at 704/652-4257. .ST,,Ry J ;tJ, 3 _ North Carolina Department of Cultural Resources James B. Hunt Jr., Governor Division of Archives and History Betty Ray McCain, Secretary Jeffrey J. Crow, Director March 20, 1997 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Bridge 10 on SR 1547 over Boone Creek, Watauga County, B-2658, Federal Aid Project BRZ-1547(2), State Project 8.2750601, ER 97- 8340 Dear Mr. Graf: On March 18, 1997, Debbie Bevin of our staff met with North Carolina Department of Transportation (NCDOT) staff for a meeting of the minds concerning the above project. We reported our available information on historic architectural and archaeological surveys and resources along with our recommendations. NCDOT provided project area photographs and aerial photographs at the meeting. Based upon our review of the photographs and the information discussed at the meeting, we offer our preliminary comments regarding this project. In terms of historic architectural resources, we are aware of no historic structures located within the area of potential effect. We recommend that no historic architectural survey be conducted for this project. There are no known archaeological sites within the proposed project area. Based on our present knowledge of the area, it is unlikely that any archaeological resources which may be eligible for inclusion in the National Register of Historic Places will be affected by the project construction. We, therefore, recommend that no archaeological investigation be conducted in connection with this project. Having provided this information, we look forward to receipt of either a Categorical Exclusion or Environmental Assessment which indicates how NCDOT addressed our comments. The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966 and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800. 109 East Jones Street • Raleigh, North Carolina 27601-2507 ??? Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sirsc rely, l David Brook Deputy State Historic Preservation Officer DB:slw cc: H. F. Vick B. Church T. Padgett RELOCATION REPORT , North Carolina Department of Transportation AREA RELOCATION OFFICE E.I.S. CORRIDOR F-] DESIGN PROJECT: _ 8.2750601 COUNTY WATAUGA Alternate 1 of 1 Alternate I D NO.. B- F A. PROJECT BRZ-1547 (2) ?jc?n I DESCRIPTION OF PROJECT: Replacement of bridge No 10 on SR 1547 over Boone Creek ESTIMATED DISPLACEES INCOME LEVEL Typa of Displacees Owners Tenants Total Minoritie 0-15M j 15-25M 25-351'A i _'7-50h1 50 Lip I s I I i PPSiriPntial i 0 5 5 0 4 1 1 0 1 0 i 0 Businesses 0 0 0 0 VALUE OF DWELLING DSS DWELLING AVAILABLE Farms Non Pr fit 4-0 0 0 Owners Tenants For Sale u - o 0 0 0 0-20 0 S 0-150 p 0-20M j s 0-150 -- p ANSWER ALL CUESTIONS - 20-urA 0 150-'S? o ;0_10#A • `? I es No Explain all "YES" answers. 40-70M 0 i 250400 5 40.70M 0 250-100 1 2 X 1 Will special relocation services be necessary? 70-100M 0 400-000 0 70.11710M 0 4on ann 0 X 2. Will schools or churches be affect by f 101 uP j p 600 up 0 100 UP j 0 I 600 up p dispracement'1 TOTAL I 0 5 p 12 X i 3. Will business services still be available after REMARKS (Re';pcnd by Numt5 ; project' i X 4. Will any business be displaced? If so, NEGATIVE RESIDENTIAL STUDY indicate size. type. estimated number of employees. minorities. etc 3. NO BUSINESS AFFECTED X 5 Will relocation cause a housing shortage? 6 Source for available housing (list) 6. NEWSPAPER. APARTMENT GUIDE X 7. Will additional housing programs be needed? X I 8. Should Last Resort Housing be considered? 8 WILL BE IMPL EMFNTFn AS r-IF''E'SSAPv X 9 Are there large. disaoled, elderly. etc families"' 11. LOCAL HOUSING AUTHORITY I X 10 Will public housing be needed for project? 12 YES. AS INDICATED BY THE AVAILABL F APP PTPAFNT I !ST X ! 11 Is public housing available? X 12. Is it felt there will be adequate DSS housing 14 NO BUSINESS ARF AFFFCTF^ housirr avnilahh r1, •rn0 relor,"-ti porinrt^ X 13 V't11 there be a problem of housing within COMMENTS THE APARTMENT DWFLLER" Irl TI115 CC'.'r.' 'i, j financial means? ARE 901/ STUDENTS IT IS FELT THAT PFt ^r-ATlr-)M c1401 11 n x 14 Are suitable business sites available (list OCCUR DURING THE SUMMER MOUTHS TO AVOID _. I. _ UNNECESSARY RELOCATIOtIS Akin INcnr•IVFNIFr%i(-F Tn source) STUC-NT9 15 NumhPr months estimated to complete RELOCA'nON7 112 MO. I r vFr,jr rAFI Tnrl ' rceioL anon rgeni ume I Approve-1 by Pate j OI III P4 Re•.ised 02195 d i,riginai I c..?ry Do- RNioc.-Ii,"i ?`.C=ni ,•; rsun.•?b ?? ? ;r s9 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR P.O. BOX 25201. RALEIGH. N.C. 27611-5201 February 27, 1998 MEMORANDUM TO FROM: Wayne Elliot, Unit Head Bridge Unit E. NoRRIs TOLSON SECRETARY Marc Recktenwald, Environmental Biologist Permits, Mitigation, and Natural Resources Unit SUBJECT: Natural Resources Technical Report for the proposed replacement of bridge No. 10 on SR 1547 over Boone Creek, Watauga County. TIP No. B-2658, State project No. 8.2750601, Federal aid project No. BRZ-1547(2). ATTENTION: Jeff Ingham, Project Engineer Bridge Unit The following report is submitted to assist in the preparation of a Programmatic Categorical Exclusion for the proposed project. This report contains information concerning water resources, biotic resources, Waters of the United States, permit requirements and federally protected species within the project area. The information contained in this report is relevant only in the context of existing preliminary design concepts. If design parameters and criteria change, additional field investigations may need to be conducted. The proposed project involves replacing the existing bridge on existing location. Alternative 1 proposes to replace the bridge with two 3.4 m (11 ft) by 1.8 m (6 ft) reinforced concrete box culverts (RCBC) while repaving SR 1547 and adding a shoulder section. Alternative 2 proposes to replace the existing bridge with two 3.4 m (11 ft) by 1.8 m (6 ft) RCBC while repaving SRI 547 and adding curb and gutter with a sidewalk. The total project length for each alternative is approximately 137 m (450 ft). Traffic will be detoured along surrounding roads during construction with either alternative. ,.ft-- NX/ METHODOLOGY Field investigations were conducted on 22 August 1997 by NCDOT biologists Dale Suiter, Chris Rivenbark and Marc Recktenwald to assess natural resources at the project site. Plant communities and their associated wildlife were identified and recorded. Wildlife identification involved using one or more of the following observation techniques: active searching and capture, visual observations (binoculars), and identifying characteristic signs of wildlife (sounds, scat, tracks and burrows). Faunal species observed during the site visit are denoted with an asterisk (*). Terrestrial community classifications generally follow Schafale and Weakley (1990) where possible, and plant taxonomy follows Radford, et al. (1968). Animal taxonomy follows Martof, et al. (1980), Menhenick (1991), Potter, et al. (1980), and Webster, et al. (1985). Predictions regarding wildlife community composition involved general qualitative habitat assessment based on existing vegetative communities. Jurisdictional wetland determinations were performed using delineation criteria prescribed in the Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987). Wetland classifications follow Cowardin et. al. (1979). Information concerning federal and state protected species in the study area was gathered from the North Carolina Natural Heritage Program (NCNHP) database of rare species and unique habitats along with the U.S. Fish and Wildlife Service (FWS) list of protected species and species of concern. WATER RESOURCES One water resource occurs in the project area, Boone Creek. Boone Creek is a perennial mountain stream. It lies in the New River drainage basin. During the site visit, Boone Creek was observed to be approximately 5-6 m (16- 20 ft) wide and 10-15 cm (4-6 in) deep. Its substrate is comprised of sand, rock of various sizes, and cobble. At the time of the site visit Boone Creek had a swift flow and its water clarity was excellent. At the construction area Boone Creek is_ . highly channellized and has vegetated stream banks. Streams have been assigned a best usage classification by the Division of Water Quality (DWQ), formerly the Division of Environmental Management. The best usage classification for Boone Creek (DWQ Index No. 28-78-1-8) is C Tr+. Boone Creek has its confluence with Winkler Creek [DWQ Index No. 10-1- 4-(3.5)] approximately 0.6 km (0.4 mi) downstream of the project site. Winkler Creek has been assigned a best usage classification of C Tr+. Winkler Creek has its confluence with Middle Fork South Fork New River [DWQ Index No. 10-1- 2-(15)] approximately 1.6 km (1.0 mi) downstream of the Boone Creek/ Winkler Creek confluence. Middle Fork South Fork New River has been assigned a best usage classification of WS-IV CA+. Class C refers to waters suitable for aquatic life propagation and survival, fishing, wildlife, secondary recreation and agriculture. Tr (Trout water) is a supplemental water classification including waters suitable for natural trout propagation and maintenance of stocked trout. WS IV (Water Supplies IV) refers to those waters protected as water supplies which are generally in moderately to highly developed watersheds; suitable for all Class C uses. The subclassification of CA (Critical Area) refers to those waters located in a water intake area. A water intake is located 0.05 km (0.03 mi) upstream of the Winkler Creek/Middle Fork South Fork New River confluence. The notation (+) identifies waters that are subject to a special management strategy specified in 15A NCAC 2B. 02 the Outstanding Resource Waters (ORW) rule, in order to protect downstream waters designated an ORW. NCDOT's Best Management Practices for the Protection of Surface Waters should be strictly enforced during the construction phase of the project. This would include but is not limited to: 1) installation of temporary silt fences to control runoff during construction; 2) placement of temporary ground cover or re-seeding of disturbed sites to reduce runoff and decrease sediment loading; 3) reduction of clearing along streams. Since this project crosses trout waters NCDOT's guidelines for Construction of Highway Improvements Adjacent to or Crossing Trout Waters in North Carolina must be followed. Additionally, DWQ request that DOT strictly adhere to North Carolina regulations entitled Design Standards in Sensitive Watersheds (15A NCAC 04B.0024) throughout design and construction for this project in the area that drains to streams having WS (Water Supply), ORW (Outstanding Resource Water), HQW (High Quality Water), B (Body Contact), SA (Shellfish Water) or Tr (Trout Water) classifications to protect existing uses. Terrestrial Communities There is one type of terrestrial community, maintained/disturbed, in the project area. Maintained/Disturbed The maintained/disturbed community consist of residential and commercial lawns that are maintained in an early successional stage through the use of herbicides and regular mowing. The common flora species found in this community includes fescue (Festuca spp.), buttercup (Ranunculus spp.), curly- 3 doc (Rumex crispus), forget-me-not (Myosotis laxa), heal-all (Prunella vulgaris), goldenrod (Solidago spp.), Queen Anne's Lace (Daucus carota), white clover (Trifolium repens), yellow wood sorrel (Oxalis stricta), dandelion (Taraxacum ofttcinale). The streambank vegetation is also highly maintained and includes the above mentioned species along with golden bell (Forsythia spp.), black cherry (Prunus serotina), sugar maple (Acer saccharum), green ash (Fraxinus pennsy/vanica), black willow (Salix nigra), chickory (Cichorium intybus), eastern cottonwood (Populus deltoides), jewelweed (Impatiens capensis), tearthumb (Polygonum sagittatum), and hedge bindweed (Convolvulus sepium). Wildlife resources in this community are limited by the high degree of maintenance that occurs on residential and commercially developed land. Having been subjected to some type and degree of disturbance in the past, many species found in this type of habitat are highly adaptive and have the ability to repopulate an area quickly after disturbance. Species found in these areas generally use the area for foraging and are highly adaptive species that adjust well to human development. Wildlife species that are common to such areas include Virginia oppossum (Didelphis virginiana), eastern harvest mouse (Reithrodontomys humulis), and hispid cotton rat (Sigmodon hispidus). Avian species include Carolina chickadee (Parus carolinensis), mourning dove (Zenaida macroura), common grackle (Quisca/us quiscula), and European starling*(Stumus vulgaris), and common crow* (Corvus caurinus). Additionally, evidence of muskrat* (Ondatra zibethicus) activity was identified along the streambank. Terrestrial Community Impacts Impacts to terrestrial communities will result from project construction due to the clearing and paving of portions of the project area, and thus the loss of community area. Calculated impacts to terrestrial communities reflect the relative abundance of each community present in the study area. Estimated _ impacts are derived based on the project length 137 m (450 ft), and the entire proposed right-of-way width of 18 m (60 ft). Based on this method the total impact to the maintained/disturbed community is 0.25 hectare (0.62 acres) for each alternative. However, project construction often does not require the entire right-of-way; therefore, actual impacts may be considerably less. Aquatic Communities Community composition of the aquatic communities is reflective of the physical characteristics of the water body and the condition of the water resource. Terrestrial communities adjacent to water resources also greatly influence aquatic community composition and structure. t Based on the size, characteristics and geographical location of the water resources that are located in the project site the following aquatic species are likely to occur. Fish species include gizzard shad (Dorsoma cepedianum), central stoneroller (Compostoma anomalum), whitetail shiner (Cyprinella galactura), river chub (Nocomis micropogan), silver shiner (Notropis photogenis), longnose dace (Rhinichthys cataractae), creek chub (Semotilus atromuculatus), white sucker (Catostomus commersont), mottled sculpin (Cottus bailey), greenside darter (Etheostoma blennioides), and banded darter (Etheostoma zonate). Aquatic invertebrates may include mayflies (Order Ephemeroptera), stonefies (Order Plecoptera) and caddisflies (Family Trichoptera). Other Macroinvertebrates such as crayfish (Cambarus spp., and Procambarus spp.) are typically found in these types of mountain streams. JURISDICTIONAL TOPICS This section provides descriptions, inventories and impact analysis pertinent to two important issues-- Waters of the United States, and rare and protected species. Waters of the United States Impacts to jurisdictional surface waters are anticipated. Jurisdictional surface waters are present in the form of Boone Creek, a mountain perennial stream. Impacts can be minimized with NCDOT Best Management Practices for the Protection of Surface Waters, NCDOT's "Guidelines for Construction of Highway Improvements Adjacent to or Crossing Trout Waters in North Carolina" and Design Standards in Sensitive Watersheds. Boone Creek has deep, well defined channels at the project area. No jurisdictional wetlands are associated with Boone Creek in the project area. In accordance with provisions of section 404 of the Clean Water Act (33 U.S.C. 1344), a permit will be required from the COE for the discharge of dredged or fill material into "Waters of the United States." Permits A Nationwide Permit 33 CFR 330.5(a) (23) is likely to be applicable for all impacts to Waters of the United States resulting from the proposed project. This permit authorizes activities undertaken, assisted, authorized, regulated, funded or financed in whole, or part, by another Federal agency or department where that agency or department has determined the pursuant to the council on environmental quality regulation for implementing the procedural provisions of the National Environmental Policy Act: (1) that the activity, work, or discharge is categorically excluded from environmental documentation because it is included within a category of actions which neither individually nor cumulatively have a significant effect on the human environment, and; (2) that the office of the Chief of Engineers has been furnished notice of the agency' or department's application for the categorical exclusion and concurs with that determination. In addition, a North Carolina Division of water Quality (DWQ) Section 401 Water Quality General Certification is also required. Section 401 of the Clean Water Act requires that the state issue or deny water certification for any federally permitted or licensed activity that may result in a discharge into waters of the United States. The issuance of a 401 permit from DWQ is a prerequisite to issuance of a Section 404 Permit. Additionally, since the proposed project is located in one of the twenty-five mountain counties designated as having trout waters, the approval of a nationwide permit by the COE is conditioned upon the concurrence of the N.C. Wildlife Resource Commission (WRC). Rare and Protected Species Some populations of fauna and flora have been in, or are in, the process of decline either due to natural forces or their inability to coexist with human activities. Federal law (under the provisions of the Endangered Species Act of 1973, as amended) requires that any action, likely to adversely affect a species classified as federally-protected, be subject to review by the Fish and Wildlife Service (FWS). Other species may receive additional protection under separate state laws. Federally-Protected Species Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE) and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of 04 November 1997, the FWS lists four federally-protected species for Watauga County (Table 1). A complete description along with a biological conclusion for each species follows Table 1. ? able 1. F-edera??y-protected species for vvatauga county. Common Name Scientific Name Status bog turtle Clemmys muhlenbergii T(S/A) Carolina northern flying Glaucomys sabrinus Endangered squirrel coloratus spreading avens Geum radiatum Endangered Heller's blazing star Liatris helleri Threatened Roan Mountain bluet Houstonia montana Endangered (=Hedyotis pu?purea var. montana) Note: T(S/A) refers to a species that is threatened due to similarity of appearance with other rare species and is listed for its protection. Clemmys muhlenbergii (bog turtle) Threatened (S/A) Family Emydidae Date Listed: 01 May 1997 The bog turtle is North Carolina's smallest turtle, measuring 7 to 10 cm (3 to 4 in) in length. It has a dark brown carapace and a black plastron. The bright orange or yellow blotch on each side of the head and neck is a readily identifiable characteristic . The bog turtle inhabits damp grassy fields, bogs and marshes in the mountains and western Piedmont. The bog turtle is shy and secretive, and will burrow rapidly in mud or debris when disturbed. The bog turtle forages on insects, worms, snails, amphibians and seeds. In June or July, three to five eggs are laid in a shallow nest of moss or loose soil. The incubation period last fifty-five days. The bog turtle is listed as Threatened due to Similarity of Appearance and therefore is not subject to Section 7 consultation and a biological conclusion for this species is not required. Glaucomys sabrinus coloratus (northern flying squirrel) Endangered Family: Sciurdiae Date Listed: 1 July 1985 The northern flying squirrel is widely distributed in northern North America and was not known to exist on the east coast south of New York until well into the 20th century. There are several isolated populations of the northern flying squirrel in the western part of North Carolina, along the Tennessee border. These populations are in Yancey and Haywood counties and in the vicinity of Mt. Mitchell. The northern flying squirrel is a small gliding rodent, that measures 26-31 cm in total length and 95-140 gm in weight. This squirrel has a large well furred flap of skin along either side of its body, this flap of skin is connected at the wrist in the front and at the ankle in the rear. The skin flaps and its broad flattened tail allow the northern flying squirrel to glide from tree to tree. It is a solely nocturnal animal with large dark eyes. Juvenile squirrels have a uniform dark grey back and an off-white underside. Adult squirrels are characteristically grey with a brownish, tan, or reddish wash on the back, and a grayish-white to buffy white underside. This squirrel is found above 1517 m (5000 ft) in the vegetation transition zone between hardwood and coniferous forests. Both forest types are used to search for food and the hardwood forest is used for nesting sites. Northern flying squirrels feed on lichens, fungi, seeds, buds, fruit, staminate cones, insects, and animal flesh. The northern flying squirrel occupies tree cavities, woodpecker holes and less often leaf nests in the winter. Leaf nests are most often occupied in the summer. The inside of their nests is lined with lichens, moss, or finely chewed bark. A West Virginia study has preliminary results that show the use of burrows by northern flying squirrels. Biological Conclusion No Effect The proposed project is located in highly developed area of Boone, NC. Suitable habitat in the form of vegetated zones between hardwood and coniferous forests above 1517 meters (5000 ft) does not exist in the project area. The project elevation is approximately 975 m (3200 ft). Additionally, the NCNHP database for rare species and unique habitats was searched on 19 August 1997. The search identified no records of the northern flying squirrel in the project area.. Therefore, the proposed project will not effect the northern flying squirrel. Geum radiatum (spreading avens) Endangered Family: Rosaceae Federally Listed: 5 April 1990 Flowers Present: June - early July This species is found only in the North Carolina and Tennessee sections of the Southern Appalachian Mountains. Known populations in Burke County have been extirpated and populations in any other counties have shown a serious decline. Q Stems of this perennial herb grow from horizontal rhizomes and obtain a height of 2-5 decimeters. The stems are topped with an indefinite cyme of bright yellow radially symmetrical flowers. Basal leaves are odd-pinnately compound, terminal leaflets are kidney shaped and much larger than the lateral leaflets, which are reduced or absent. Leaflets have lobed or uneven margins and are serrate, with long petioles. Stem leaves are smaller than the basal, rounded to obovate, with irregularly cut margins. Fruits are hemispheric aggregates of hairy achenes that are 7-9 mm in diameter. Spreading avens occurs on scarps, bluffs, cliffs and escarpments on mountains, hills, and ridges. Known populations of this plant have been found to occur at elevations of 1535-1541 meters (5060-5080 feet), 1723-1747 meters (5680-5760 feet) and 1759 meters (5800 feet). Other habitat requirements for this species include full sunlight and shallow acidic soils. The spreading avens is found in soils composed of sand, pebbles, humus, sandy loam, clay loam, and humus. Most populations are pioneers on rocky outcrops. Biological Conclusion No Effect No suitable habitat in the form of scarps, bluffs, cliffs and escarpments on mountain, hills and ridges is present at the project area. The project elevation is approximately 975 m (3200 ft) which is considered too low for spreading avens. Additionally, the NCNHP database for rare species and unique habitats was reviewed on 19 August 1997. The review revealed no documented observations of spreading avens in the project area. Therefore, the spreading avens will not be impacted by the project construction. Liatris helleri (Heller's blazing star) Threatened Plant Family: Asteraceae Federally Listed: 19 November 1987 Flowers Present: late June - August This plant is endemic to high elevation ledges of rock outcrops of the northern Blue Ridge Mountains in North Carolina. Of nine historic populations only seven remain in existence. Heller's blazing star is a short stocky plant that has one or more erect stems that arise from a tuft of narrow, pale green basal leaves. Leaves are accuminate and diminish in size and breadth upward on the stem. Stems are 4 dm tall and are topped with a raceme of small (7-20 cm) lavender flowers. Fruits are present from September to November. This plant is a high altitude early pioneer species and can be found growing on high elevation ledges of rock outcrops in grassy areas where it is 9 exposed to full sunlight. It prefers shallow acid soils associated with granite rocks. Biological Conclusion No Effect No suitable habitat in the form of high elevation ledges of rock outcrops in grassy areas exist in the proposed project area. Furthermore, NCNHP database of rare species and unique habitats was reviewed on 19 August 1997. There were no documented reports of Heller's blazing star within the project area. Therefore, the proposed project will not effect Heller's blazing star. Hedyotis purpurea var. montana (mountain purple or Roan Mountain bluet) Endangered Plant Family: Rubiaceae Federally Listed: April 5, 1990 Flowers Present: June - July (best time is mid June) Roan Mountain bluet is a perennial species with roots and grows in low tufts. Roan Mountain bluet has several bright purple flowers arranged in a terminal cyme. This plant can be found on cliffs, outcrops, steep slopes, and in the gravelly talus associated with cliffs. Known populations of Roan Mountain bluet occur at elevations of 1400-1900 meters (4600-6200 ft). It grows best in areas where it is exposed to full sunlight and in shallow acidic soils composed of various igneous, metamorphic, and metasedimentary rocks. Biological Conclusion No Effect Habitat in the form of cliffs, outcrops, steep slopes, and in the gravely talus associated with cliffs does not exist in the project area. The project elevation is approximately 975 m (3200 ft) which is considered too low for the Roan Mountain bluet. Additionally, the NCNHP database for rare species and unique habitats was reviewed on 19 August 1997. The review revealed no documented observation of Roan Mountain bluet in the project area. Therefore, the Roan Mountain bluet will not be impacted by the project construction. cc: V. Charles Bruton, Ph.D., Permits, Mitigation, and Natural Resources Unit Head Hal C. Bain, Natural Resources Supervisor File: B-2658 10 TIP Project No. B-2658 State Project No. 8.2750601 Federal-Aid Project No. _ BRZ-1547(2) A. Project Description: ` l The project will consist of replacing Bridge No. 10 on SR 1547 over Boone Creek in Watauga County. The existing structure will be replaced with a 2 @ 3.4 meter by 1.8 meter (11 foot by 6 foot) reinforced concrete box culvert (RCBC) at approximately the same location and roadway elevation as the existing bridge. Per a proposed municipal agreement between the Town of Boone and NCDOT, approach work will consist of resurfacing and widening the roadway to 7.2 meters (24 feet) with concrete curb and gutter, and with 1.5 meter (5 foot) sidewalks installed on both sides of the roadway. The project length will be approximately 146 meters (480 feet). Traffic will be detoured along surrounding roads during construction. B. Purpose and Need: Bridge No. 10 has a sufficiency rating of 46.2 out of 100. The structure is a two lane bridge with 6.7 meters (22 feet) of bridge roadway width. The bridge is posted with a weight restriction of 9 tons for single vehicles and 15 tons for TTST's. The "Do-nothing" alternate is not practical, requiring the eventual closing of the road as the existing bridge completely deteriorates. Rehabilitation of the existing deteriorating bridge is neither practical nor economical. For these reasons, Bridge No. 10 needs to be replaced. C: Proposed Improvements: The improvements which apply to the project are circled: Modernization of a highway by resurfacing, restoration, rehabilitation, reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking weaving, turning, climbing). a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R and 4R improvements) b. Widening roadway and shoulders without adding through lanes c. Modernizing gore treatments d. Constructing lane improvements (merge, auxiliary, and turn lanes) e. Adding shoulder drains f. Replacing and rehabilitating culverts, inlets, and drainage pipes, including safety treatments g. Providing driveways pipes h. Performing minor bridge widening ( less than one through lane) 2. Highway safety or traffic operations improvement projects including the installation of ramp metering control devices and lighting. a. Installing ramp metering devices b. Installing lights c. Adding or upgrading guardrail d. Installing safety barriers including Jersey type barriers and pier protection e. Installing or replacing impact attenuators f. Upgrading medians including adding or upgrading median barriers g. Improving intersections including relocation and/ or realignment h. Making minor roadway realignment i. Channelizing traffic j. Performing clear zone safety improvements including removing hazards and flattening slopes k. Implementing traffic aid systems, signals, and motorist aid 1. Installing bridge safety hardware including bridge rail retrofit O Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation replace existing at-grade railroad crossings. a. Rehabilitating, reconstructing, or replacing bridge approach slabs b. Rehabilitating or replacing bridge decks c. Rehabilitating bridges including painting ( no red lead paint), scour repair, fender systems, and minor structural improvements O Replacing a bridge (structure and/ or fill) 4. Transportation corridor fringe parking facilities. 5. Construction of new truck weigh stations or rest areas. 6. Approvals for disposal of excess right-of-way or for joint or limited use of right-of-way, where the proposed use does not have significant adverse impacts. 7. Approvals for changes in access control. 8. Construction of new bus storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is consistent with existing zoning and located on or near a 2 i street with adequate capacity to handle anticipated bus and support vehicle traffic. 9. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary facilities where only minor amounts of additional land are required and there is not a substantial increase in the number of users. 10. Construction of bus transfer facilities (an open area consisting of passenger shelters, boarding areas, kiosks and related street improvements ) when located in a commercial area or other high activity center in which there is adequate street capacity for projected bus traffic. 11. Construction of rail storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is consistent with existing zoning and where there is no significant noise impact on the surrounding community. 12. Acquisition of land for hardship or protective purposes, advance land acquisition loans under section 3 (b) of the UMT Act. Hardship and protective buying will be permitted only for a particular parcel or a limited number of parcels. These types of land acquisition will not limit the evaluation of alternatives, including shifts in alignment for planned construction projects, which may be required in the NEPA process. No project development on such land may proceed until the NEPA process has been completed. D. Special Project Information Environmental Commitments: All standard procedures and measures will be implemented to avoid or minimize environmental impacts. All practical Best Management Practices (BMP's) will be included and properly maintained during project construction. In accordance with the provisions of Section 404 of the Clean Water Act (33 U.S.C. 1344), a permit will be required from the Corps of Engineers for the discharge of dredged or fill material into "Waters of the United States." North Carolina Division of Water Quality (DWQ) Section 401 Water Quality General Certification will be obtained prior to issue of the Army Corps of Engineers Nationwide Permit # 23. The Town of Boone has requested that 1.5 meter (5 foot) sidewalks be constructed along each side of the roadway on the proposed project. The Town of Boone will participate in the cost of the sidewalks per NCDOT policy. A municipal 1 agreement will be prepared regarding provision of sidewalks prior to construction of the project. The following recommendations made by the North Carolina Wildlife Resource Commission will be followed: 1) 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. 2) Work should 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. 3) 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. Estimated Costs: Construction $ 400,000 Right of Way $ 390,000 Total $ 790,000 Estimated Traffic: Current - 3,800 VPD Year 2018 - 13,000 VPD TTST - 3% DUAL - 2% Proposed Typical Roadway Section: Travelway - 7.2 meters (24 feet) wide Shoulders - concrete curb and gutter with 1.5 meter (5 foot) sidewalks on both sides of the roadway Design Speed: 60 km/h (35 mph) Functional Classification: Urban Local Route 4 Division Office Comments: The Division 11 Engineer concurs with the recommendation of replacing the bridge in place and detouring traffic along surrounding roads during construction. E. Threshold Criteria If any Type 11 actions are involved in the project, the following evaluation must be completed. If the project consists 2& of Type I improvements, the following checklist does not need to be Completed. ECOLOGICAL YES NO (1) Will the project have a substantial impact on any -- unique on any unique or important natural resource? X (2) Does the project involve any habitat where federally -- listed endangered or threatened species may occur? X (3) Will the project affect anadromous fish? X (4) If the project involves wetlands, is the amount of permanent and/or temporary wetland taking less than x one-third (1/3) acre and have all practicable measures wetland to avoid and minimize takings been evaluated? (5) Will the project require use of U. S. Forest Service lands? X (6) Will the quality of adjacent water resources be adversely - impacted by proposed construction activities? X (7) Does the project involve waters classified as Outstanding Water Resources (OWR) and/or High Quality Waters X (HQW)? (8) Will the project require fill in waters of the United States --- in any of the designated mountain trout counties? X - 5 (9) Does the project involve any known underground storage - - tanks (UST's) or hazardous materials sites? X PERMITS AND COORDINATION YES NO (10) If the project is located within a CAMA county, will the -- project significantly affect the coastal zone and/or any N/A "Area of Environmental Concern" (AEC)? (11) Does the project involve Coastal Barrier Resources Act resources? X (12) Will a U. S. Coast Guard permit be required? X (13) Will the project result in the modification of any existing regulatory floodway? X (14) Will the project require any stream relocations or channel changes? X SOCIAL AND ECONOMIC YES NO (15) Will the project induce substantial impacts to planned - growth or land use for the area? X (16) Will the project require the relocation of any family or business? X (17) Will the project have a disproportionately high and adverse - human health and environmental effect on any minority or X low-income population? (18) If the project involves the acquisition of right of way, is the amount of right of way acquisition considered minor? X 6 i (19) Will the project involve any changes in access control? X (20) Will the project substantially alter the usefulness and/ or land --- use of any adjacent property? X (21) Will the project have an adverse effect on permanent local -- traffic patterns or community cohesiveness? X (22) Is the project included in an approved thoroughfare plan and/ or Transportation Improvement Program (and is, X therefore, in conformance with the Clean Air Act of 1990)? (23) Is the project anticipated to cause an increase in traffic volumes? X (24) Will traffic be maintained during construction using existing -- roads, staged construction, or on-site detours? X (25) If the project is a bridge replacement project, will the bridge be replaced at its existing location (along the existing facility) X and will all construction proposed in association with the - - -- bridge replacement project be contained on the existing facility? (26) Is there substantial controversy on social, economic, or environmental grounds concerning the project? (27) Is the project consistent with all Federal, State, and local laws, relating to the environmental aspects of the action. (28) Will the project have an "effect" on properties eligible for or listed on the National Register of Historic Places? X X X 7 i (29) Will the project affect any archaeological remains which are - important to history or pre-history? X (30) Will the project require the use of Section 4(f) resources -- (public parks, recreation lands, wildlife and waterfowl x refuges, historic sites or historic bridges, as defined in Section 4(f) of the U. S. Department of Transportation Act of 1966)? (31) Will the project result in any conversion of assisted public recreation sites or facilities to non-recreation uses, as defined X by Section 6(f) of the Land and Water Conservation Act - - of 1965, as amended? (32) Will the project involve construction in, across, or adjacent - to a river designated as a component of or proposed for X inclusion in the natural Wild and Scenic Rivers? F. Additional Documentation Required for Unfavorable Responses in Part E Question 8: Construction of the culvert will require fill in waters of the United States in Watauga County, which is a designated mountain trout county. Biological staff of the North Carolina Wildlife Resource Commission (WRC) have indicated that Boone Creek does not support trout. A letter from the WRC regarding this project is attached at the end of this document. Questions 16 and 20: Construction of the new culvert and approaches cannot be accomplished without encroaching on the parking lot of the apartment building just northeast of the bridge. With no alternative parking available nearby, residents of the four unit apartment building will need to be relocated. A relocation report is attached at the end of this document. 8 G. CE Approval TIP Project No. State Project No. Federal-Aid Project No. B-2658 8.2750601 BRZ-1547(2) A. Project Descri tp ion The project will consist of replacing Bridge No. 10 on SR 1547 over Boone Creek in Watauga County. The existing structure will be replaced with a 2 @ 3.4 meter by 1.8 meter (11 foot by 6 foot) reinforced concrete box culvert (RCBC) at approximately the same location and roadway elevation as the existing bridge. Per a proposed municipal agreement between the Town of Boone and NCDOT, approach work will consist of resurfacing and widening the roadway to 7.2 meters (24 feet) with concrete curb and gutter, and with 1.5 meter (5 foot) sidewalks installed on both sides of the roadway. The project length will be approximately 146 meters (480 feet). Traffic will be detoured along surrounding roads during construction. (See the attached location map.) _ TYPE II (A) X TYPE II (B) 4-8- 9? C'?.` D Date Assistant Manager Planning & Environmental Branch yp9k U/4 e &7/"v? _ Date Proje t Planning Unit Head Date Pr ' 1 ing En ' eer Date 4iFederal Highway Administration 9 ,q 321 421 FAP V `I . 31 1321 •` 1010 s' •` \ `3 1143 \ X • 5S FaP - - ' F?.I 7 i•?• N I• u 13 li 221 r '0 9? • ?' ?Nike. • - - / o / 7 1625 / /' _ FKER( " f .? S • WA JU G / T0d'F-` t / herwooG ? ?/ 4 ' of Grove lets E,* to ?DeIN 'each ? ?...???? t w M T _J ? t e?evlfls I ?u ?r t ' ?21 Brewing Rock -1? I 0#0 . i 1 00, ' L7 .66 North Carolina Department Of Transportation Planning & Environmental Branch WATAUGA COUNTY REPLACE BRIDGE NO. 10 ON SR 1547 OVER BOONE CREEK B-2658 0 kilometers 0.4 kilometers 0.8 2 11 --4 Figure I 0 miles .25 miles 0.5 0 North Carolina Wildlife Resources Commission 312 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391 Charles R. Fullwcod. Executive Director MEMORANDUM TO: Jeff Ingham North Carolina Department of Transportation FROM: Stephanie E. Goudreau, Eastern Mt. Region Coordinator Habitat Conservation Program 4 .i c;?- 2C? C Lt Wit' C___ DATE: April 22, 19974 L, 14i ^ SUBJECT: Preliminary comments for the replacement of Bridge #10 on SR 1547 over Boone Creek, Watauga County, TIP #13-2658 This correspondence responds to a request by you for our preliminary comments regarding the subject project. Biological staff of the North Carolina Wildlife Resources Commission are familiar with Boone Creek, which flows through an urban area. Our comments to the U.S. Army Corps of Engineers during the 404 permit process will reflect that this stream does not support trout. We have not identified any other special concerns regarding this project. We have the following general recommendations regarding this project: 1) 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 poiiutants into the stream. 2) If concrete will be used, work shouldG 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. 3) 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. Thank you for the opportunity to review and comment during the early stages of this project. If you have any questions regarding these comments, please contact me at 704/652-4257. ,/? . ?r'p North Carolina Department of Cultural Resources James B. Hunt Jr., Governor Division of Archives and History Betty Ray McCain, Secretary Jeffrey J. Crow, Director March 20, 1997 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Bridge 10 on SR 1547 over Boone Creek, Watauga County, B-2658, Federal Aid Project BRZ-1547(2), State Project 8.2750601, ER 97- 8340 Dear Mr. Graf: On March 18, 1997, Debbie Bevin of our staff met with North Carolina Department of Transportation (NCDOT) staff for a meeting of the minds concerning the above project. We reported our available information on historic architectural and archaeological surveys and resources along with our recommendations. NCDOT provided project area photographs and aerial photographs at the meeting. Based upon our review of the photographs and the information discussed at the meeting, we offer our preliminary comments regarding this project. In terms of historic architectural resources, we are aware of no historic structures located within the area of potential effect. We recommend that no historic architectural survey be conducted for this project. There are no known archaeological sites within the proposed project area. Based on our present knowledge of the area, it is unlikely that any archaeological resources which may be eligible for inclusion in the National Register of Historic Places will be affected by the project construction. We, therefore, recommend that no archaeological investigation be conducted in connection with this project. Having provided this information, we look forward to receipt of either a Categorical Exclusion or Environmental Assessment which indicates how NCDOT addressed our comments. The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966 and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800. 109 East Junes Street • Raleigh, North Carolina 27601-2807 ??? Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sirsc rely, 1 David Brook Deputy State Historic Preservation Officer DB:slw cc: H. F. Vick B. Church T. Padgett RELOCATION REPORT North Carolina Departmnnt of Transportation AREA RELOCATION OFFICE E.1.5. ? CORRIDOR ? DESIGN PROJECT: I D NO.' 8.2750601 B9` COUNTY F.A. PROJECT I WATAUGA 1 Alternate 1 Of 1 Alternate I BRZ-1547 (2) DESCRIPTION OF PROJECT. Replacement of bridge No 10 on SR 1547 over Boone Creek ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners I Tenants Total Minoritie s 0-1E1lm 15-25M 25-35M i '?-SQh1 50 tip I I PPSrriential j 0 5 5 0 4 1 1 0 I 0 i 0 T- Businesses 0 0 0 0 VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 I 0 0 0 Owners Tenants For Sale For Rent _ Non-Profit 0 0 0 0 0-20M 0 S 0-150 ? 0 0-20M n j 5 0-150 p ANSWER ALL CUESTIONS 20-411ra 0 150-750 f7, 70-tnPA 1 r es ric Explain all "YES" answers. 40-70ra 0 250-BOO i 5 4n-70M p t 250-1nn 12 X 1 Wit special relocation services be necessary? 00-100M 0 400-60--0 1 0 70.160m p ann. Fnn 0 X 2. Will schools or churches be affect by 100 u0- j 0 600 up I 0 f 100 up j p 1 600 up I p displacement? TOTAL I 0 5 0 12 X i 3. Will business services 5511 be available after REMARKS (ReS77Cnd by Numt project? i X 4. Will any business be displaced? If so, NEGATIVE RESIDENTIAL STUDY indicate size. type. estimated number of employees. minnrities, etc 3. NO BUSINESS AFFECTED X 5 Will relocation cause a housing shortage? 6 Source for available housing (list) 6 NEWSPAPER, APARTMENT GUIDE X 7. Will additional housing programs be needed? X I 8. Should Last Resort Housing be considered? 8 WILL BE IMPL EMENTFp AS rIF' 17735i',PY X^ 9 Are there farce, disaolea. eiderty• etc. families? 11. LOCAL HOUSING AUTHORITY X 10 Will public housing be needed for project? 12. YES. AS INDICATED BY THE AVAILABL E AFr.RTpAF-r1T I!ST X 11 Is public housing available? X - 12 Is it felt there wilt be adequate DSS housing housinc avnilahlo d,.-rnc ralor-m-n porind' 14 NO BUSINESS ARF AFFECTF^ X 13 V1I11 there be a problem of housing within financial means? COMMENTS THE APARTMENT DWFLLERr? RI Ti'1S ARE 901% STUDENTS IT IS FELT THAT REt ^rATlnr,i ct101 11 n X ! ?. _ 14 Are suitable business sites available (list sorlrce) 15 Numher months esti mated to complete RELOCATION? I 12 Mo. --.{- - OCCUR DURING THE SUMMER MOUTHS TO AVOID UNNECESSARY RELOCAnnNS AND Ir1CnrIVFNIFrIr`F Tn STIJC'NTc T V'FH r rF ? t TC)t I 01-12-9R nmui,c oun r+gerii unie I Approved by LIBte I onnr P4 Re,rscd 02195 d ' ,ngina I (• py a Frioc 01"11 r F aw 3 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR February 27, 1998 MEMORANDUM TO: FROM: P.O. BOX 25201. RALEIGH. N.C. 27611-5201 Wayne Elliot, Unit Head Bridge Unit E. NORRIS TOLSON SECRETARY Marc Recktenwald, Environmental Biologist Permits, Mitigation, and Natural Resources Unit SUBJECT: Natural Resources Technical Report for the proposed replacement of bridge No. 10 on SR 1547 over Boone Creek, Watauga County. TIP No. B-2658, State project No. 8.2750601, Federal aid project No. BRZ-1547(2). ATTENTION: Jeff Ingham, Project Engineer Bridge Unit The following report is submitted to assist in the preparation of a Programmatic Categorical Exclusion for the proposed project. This report contains information concerning water resources, biotic resources, Waters of the United States, permit requirements and federally protected species within the project area. The information contained in this report is relevant only in the context of existing preliminary design concepts. If design parameters and criteria change, additional field investigations may need to be conducted. The proposed project involves replacing the existing bridge on existing location. Alternative 1 proposes to replace the bridge with two 3.4 m (11 ft) by 1.8 m (6 ft) reinforced concrete box culverts (RCBC) while repaving SR 1547 and adding a shoulder section. Alternative 2 proposes to replace the existing bridge with two 3.4 m (11 ft) by 1.8 m (6 ft) RCBC while repaving SR1547 and adding curb and gutter with a sidewalk. The total project length for each alternative is approximately 137 m (450 ft). Traffic will be detoured along surrounding roads during construction with either alternative. METHODOLOGY Field investigations were conducted on 22 August 1997 by NCDOT biologists Dale Suiter, Chris Rivenbark and Marc Recktenwald to assess natural resources at the project site. Plant communities and their associated wildlife were identified and recorded. Wildlife identification involved using one or more of the following observation techniques: active searching and capture, visual observations (binoculars), and identifying characteristic signs of wildlife (sounds, scat, tracks and burrows). Faunal species observed during the site visit are denoted with an asterisk (*). Terrestrial community classifications generally follow Schafale and Weakley (1990) where possible, and plant taxonomy follows Radford, et al. (1968). Animal taxonomy follows Martof, et al. (1980), Menhenick (1991), Potter, et al. (1980), and Webster, et al. (1985). Predictions regarding wildlife community composition involved general qualitative habitat assessment based on existing vegetative communities. Jurisdictional wetland determinations were performed using delineation criteria prescribed in the Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987). Wetland classifications follow Cowardin et. al. (1979). Information concerning federal and state protected species in the study area was gathered from the North Carolina Natural Heritage Program (NCNHP) database of rare species and unique habitats along with the U.S. Fish and Wildlife Service (FWS) list of protected species and species of concern. WATER RESOURCES One water resource occurs in the project area, Boone Creek. Boone Creek is a perennial mountain stream. It lies in the New River drainage basin. During the site visit, Boone Creek was observed to be approximately 5-6 m (16- 20 ft) wide and 10-15 cm (4-6 in) deep. Its substrate is comprised of sand, rock of various sizes, and cobble. At the time of the site visit Boone Creek had a swift flow and its water clarity was excellent. At the construction area Boone Creek is_ . highly channellized and has vegetated stream banks. Streams have been assigned a best usage classification by the Division of Water Quality (DWQ), formerly the Division of Environmental Management. The best usage classification for Boone Creek (DWQ Index No. 28-78-1-8) is C Tr+. Boone Creek has its confluence with Winkler Creek [DWQ Index No. 10-1- 4-(3.5)] approximately 0.6 km (0.4 mi) downstream of the project site. Winkler Creek has been assigned a best usage classification of C Tr+. Winkler Creek has its confluence with Middle Fork South Fork New River [DWQ Index No. 10-1- 2-(15)] approximately 1.6 km (1.0 mi) downstream of the Boone Creek/Winkler Creek confluence. Middle Fork South Fork New River has been assigned a best usage classification of WS-IV CA+. Class C refers to waters suitable for aquatic life propagation and survival, fishing, wildlife, secondary recreation and agriculture. Tr (Trout water) is a supplemental water classification including waters suitable for natural trout propagation and maintenance of stocked trout. WS IV (Water Supplies IV) refers to those waters protected as water supplies which are generally in moderately to highly developed watersheds; suitable for all Class C uses. The subclassification of CA (Critical Area) refers to those waters located in a water intake area. A water intake is located 0.05 km (0.03 mi) upstream of the Winkler Creek/Middle Fork South Fork New River confluence. The notation (+) identifies waters that are subject to a special management strategy specified in 15A NCAC 2B. 02 the Outstanding Resource Waters (ORW) rule, in order to protect downstream waters designated an ORW. NCDOT's Best Management Practices for the Protection of Surface Waters should be strictly enforced during the construction phase of the project. This would include but is not limited to: 1) installation of temporary silt fences to control runoff during construction; 2) placement of temporary ground cover or re-seeding of disturbed sites to reduce runoff and decrease sediment loading; 3) reduction of clearing along streams. Since this project crosses trout waters NCDOT's guidelines for Construction of Highway Improvements Adjacent to or Crossing Trout Waters in North Carolina must be followed. Additionally, DWQ request that DOT strictly adhere to North Carolina regulations entitled Design Standards in Sensitive Watersheds (15A NCAC 048.0024) throughout design and construction for this project in the area that drains to streams having WS (Water Supply), ORW (Outstanding Resource Water), HQW (High Quality Water), B (Body Contact), SA (Shellfish Water) or Tr (Trout Water) classifications to protect existing uses. Terrestrial Communities There is one type of terrestrial community, maintained/disturbed, in the project area. Maintained/Disturbed The maintained/disturbed community consist of residential and commercial lawns that are maintained in an early successional stage through the use of herbicides and regular mowing. The common flora species found in this community includes fescue (Festuca spp.), buttercup (Ranunculus spp.), curly- 3 doc'(Rumex crispus), forget-me-not (Myosotis laxa), heal-all (Prunella vulgaris), goldenrod (Solidago spp.), Queen Anne's Lace (Daucus carota), white clover (Trifolium repens), yellow wood sorrel (Oxalis stricta), dandelion (Taraxacum officinale). The streambank vegetation is also highly maintained and includes the above mentioned species along with golden bell (Forsythia spp.), black cherry (Prunus serotina), sugar maple (Acer saccharum), green ash (Fraxinus pennsylvanica), black willow (Salix nigra), chickory (Cichorium intybus), eastern cottonwood (Populus deltoides), jewelweed (Impatiens capensis), tearthumb (Polygonum sagittatum), and hedge bindweed (Convolvulus sepium). Wildlife resources in this community are limited by the high degree of maintenance that occurs on residential and commercially developed land. Having been subjected to some type and degree of disturbance in the past, many species found in this type of habitat are highly adaptive and have the ability to repopulate an area quickly after disturbance. Species found in these areas generally use the area for foraging and are highly adaptive species that adjust well to human development. Wildlife species that are common to such areas include Virginia oppossum (Didelphis virginiana), eastern harvest mouse (Reithrodontomys humulis), and hispid cotton rat (Sigmodon hispidus). Avian species include Carolina chickadee (Parus carolinensis), mourning dove (Zenaida macroura), common grackle (Quiscalus quiscula), and European starling*(Stumus vulgaris), and common crow* (Corvus caurinus). Additionally, evidence of muskrat* (Ondatra zibethicus) activity was identified along the streambank. Terrestrial Community Impacts Impacts to terrestrial communities will result from project construction due to the clearing and paving of portions of the project area, and thus the loss of community area. Calculated impacts to terrestrial communities reflect the relative abundance of each community present in the study area. Estimated impacts are derived based on the project length 137 m (450 ft), and the entire proposed right-of-way width of 18 m (60 ft). Based on this method the total impact to the maintained/disturbed community is 0.25 hectare (0.62 acres) for each alternative. However, project construction often does not require the entire right-of-way; therefore, actual impacts may be considerably less. Aquatic Communities Community composition of the aquatic communities is reflective of the physical characteristics of the water body and the condition of the water resource. Terrestrial communities adjacent to water resources also greatly influence aquatic community composition and structure. 1 Based on the size, characteristics and geographical location of the water resources that are located in the project site the following aquatic species are likely to occur. Fish species include gizzard shad (Dorsoma cepedianum), central stoneroller (Compostoma anomalum), whitetail shiner (Cyprinella galactura), river chub (Nocomis micropogan), silver shiner (Notropis photogenis), longnose dace (Rhinichthys cataractae), creek chub (Semotilus atromuculatus), white sucker (Catostomus commersont), mottled sculpin (Cottus bailey), greenside darter (Etheostoma blennioides), and banded darter (Etheostoma zonate). Aquatic invertebrates may include mayflies (Order Ephemeroptera), stonefies (Order Plecoptera) and caddisflies (Family Trichoptera). Other M acroi nverte b rates such as crayfish (Cambarus spp., and Procambarus spp.) are typically found in these types of mountain streams. JURISDICTIONAL TOPICS This section provides descriptions, inventories and impact analysis pertinent to two important issues-- Waters of the United States, and rare and protected species. Waters of the United States Impacts to jurisdictional surface waters are anticipated. Jurisdictional surface waters are present in the form of Boone Creek, a mountain perennial stream. Impacts can be minimized with NCDOT Best Management Practices for the Protection of Surface Waters, NCDOT's "Guidelines for Construction of Highway Improvements Adjacent to or Crossing Trout Waters in North Carolina" and Design Standards in Sensitive Watersheds. Boone Creek has deep, well defined channels at the project area. No jurisdictional wetlands are associated with Boone Creek in the project area. In accordance with provisions of section 404 of the Clean Water Act (33 U.S.C. 1344), a permit will be required from the COE for the discharge of dredged or fill material into "Waters of the United States." Permits A Nationwide Permit 33 CFR 330.5(a) (23) is likely to be applicable for all impacts to Waters of the United States resulting from the proposed project. This permit authorizes activities undertaken, assisted, authorized, regulated, funded or financed in whole, or part, by another Federal agency or department where that agency or department has determined the pursuant to the council on environmental quality regulation for implementing the procedural provisions of the National Environmental Policy Act: (1) that the activity, work, or discharge is categorically excluded from environmental documentation because it is included within a category of actions which neither individually nor cumulatively have a significant effect on the human environment, and; (2) that the office of the Chief of Engineers has been furnished notice of the agency' or department's application for the categorical exclusion and concurs with that determination. In addition, a North Carolina Division of water Quality (DWQ) Section 401 Water Quality General Certification is also required. Section 401 of the Clean Water Act requires that the state issue or deny water certification for any federally permitted or licensed activity that may result in a discharge into waters of the United States. The issuance of a 401 permit from DWQ is a prerequisite to issuance of a Section 404 Permit. Additionally, since the proposed project is located in one of the twenty-five mountain counties designated as having trout waters, the approval of a nationwide permit by the COE is conditioned upon the concurrence of the N.C. Wildlife Resource Commission (WRC). Rare and Protected Species Some populations of fauna and flora have been in, or are in, the process of decline either due to natural forces or their inability to coexist with human activities. Federal law (under the provisions of the Endangered Species Act of 1973, as amended) requires that any action, likely to adversely affect a species classified as federally-protected, be subject to review by the Fish and Wildlife Service (FWS). Other species may receive additional protection under separate state laws. - Federally-Protected Species Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE) and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of 04 November 1997, the FWS lists four federally-protected species for Watauga County (Table 1). A complete description along with a biological conclusion for each species follows Table 1. h i aDie -i. reaerany-proieciea species Tor vvatauga uounry. Common Name Scientific Name Status bog turtle Clemmys muhlenbergii T(S/A) Carolina northern flying Glaucomys sabrinus Endangered squirrel coloratus spreading avens Geum radiatum Endangered Heller's blazing star Roan Mountain bluet Liatris helleri Houstonia montana (=Hedyotis purpurea var. montana) Threatened Endangered Note: T(S/A) refers to a species that is threatened due to similarity of appearance with other rare species and is listed for its protection. Clemmys muhlenbergii (bog turtle) Threatened (S/A) Family Emydidae Date Listed: 01 May 1997 The bog turtle is North Carolina's smallest turtle, measuring 7 to 10 cm (3 to 4 in) in length. It has a dark brown carapace and a black plastron. The bright orange or yellow blotch on each side of the head and neck is a readily identifiable characteristic . The bog turtle inhabits damp grassy fields, bogs and marshes in the mountains and western Piedmont. The bog turtle is shy and secretive, and will burrow rapidly in mud or debris when disturbed. The bog turtle forages on insects, worms, snails, amphibians and seeds. In June or July, three to five eggs are laid in a shallow nest of moss or loose soil. The incubation period last fifty-five days. The bog turtle is listed as Threatened due to Similarity of Appearance and therefore is not subject to Section 7 consultation and a biological conclusion for this species is not required. Glaucomys sabrinus coloratus (northern flying squirrel) Endangered Family: Sciurdiae Date Listed: 1 July 1985 The northern flying squirrel is widely distributed in northern North America and was not known to exist on the east coast south of New York until well into the 20th century. There are several isolated populations of the northern flying squirrel in the western part of North Carolina, along the Tennessee border. These populations are in Yancey and Haywood counties and in the vicinity of Mt. Mitchell. The northern flying squirrel is a small gliding rodent, that measures 26-31 cm in total length and 95-140 gm in weight. This squirrel has a large well furred flap of skin along either side of its body, this flap of skin is connected at the wrist in the front and at the ankle in the rear. The skin flaps and its broad flattened tail allow the northern flying squirrel to glide from tree to tree. It is a solely nocturnal animal with large dark eyes. Juvenile squirrels have a uniform dark grey back and an off-white underside. Adult squirrels are characteristically grey with a brownish, tan, or reddish wash on the back, and a grayish-white to buffy white underside. This squirrel is found above 1517 m (5000 ft) in the vegetation transition zone between hardwood and coniferous forests. Both forest types are used to search for food and the hardwood forest is used for nesting sites. Northern flying squirrels feed on lichens, fungi, seeds, buds, fruit, staminate cones, insects, and animal flesh. The northern flying squirrel occupies tree cavities, woodpecker holes and less often leaf nests in the winter. Leaf nests are most often occupied in the summer. The inside of their nests is lined with lichens, moss, or finely chewed bark. A West Virginia study has preliminary results that show the use of burrows by northern flying squirrels. Biological Conclusion No Effect The proposed project is located in highly developed area of Boone, NC. Suitable habitat in the form of vegetated zones between hardwood and coniferous forests above 1517 meters (5000 ft) does not exist in the project area. The project elevation is approximately 975 m (3200 ft). Additionally, the NCNHP database for rare species and unique habitats was searched on 19 August 1997. The search identified no records of the northern flying squirrel in the project area-_ Therefore, the proposed project will not effect the northern flying squirrel. Geum radiatum (spreading avens) Endangered Family: Rosaceae Federally Listed: 5 April 1990 Flowers Present: June - early July This species is found only in the North Carolina and Tennessee sections of the Southern Appalachian Mountains. Known populations in Burke County have been extirpated and populations in any other counties have shown a serious decline. Q Stems of this perennial herb grow from horizontal rhizomes and obtain a height of 2-5 decimeters. The stems are topped with an indefinite cyme of bright yellow radially symmetrical flowers. Basal leaves are odd-pinnately compound, terminal leaflets are kidney shaped and much larger than the lateral leaflets, which are reduced or absent. Leaflets have lobed or uneven margins and are serrate, with long petioles. Stem leaves are smaller than the basal, rounded to obovate, with irregularly cut margins. Fruits are hemispheric aggregates of hairy achenes that are 7-9 mm in diameter. Spreading avens occurs on scarps, bluffs, cliffs and escarpments on mountains, hills, and ridges. Known populations of this plant have been found to occur at elevations of 1535-1541 meters (5060-5080 feet), 1723-1747 meters (5680-5760 feet) and 1759 meters (5800 feet). Other habitat requirements for this species include full sunlight and shallow acidic soils. The spreading avens is found in soils composed of sand, pebbles, humus, sandy loam, clay loam, and humus. Most populations are pioneers on rocky outcrops. Biological Conclusion No Effect No suitable habitat in the form of scarps, bluffs, cliffs and escarpments on mountain, hills and ridges is present at the project area. The project elevation is approximately 975 m (3200 ft) which is considered too low for spreading avens. Additionally, the NCNHP database for rare species and unique habitats was reviewed on 19 August 1997. The review revealed no documented observations of spreading avens in the project area. Therefore, the spreading avens will not be impacted by the project construction. Liatris helleri (Heller's blazing star) Threatened Plant Family: Asteraceae Federally Listed: 19 November 1987 Flowers Present: late June - August This plant is endemic to high elevation ledges of rock outcrops of the _ northern Blue Ridge Mountains in North Carolina. Of nine historic populations only seven remain in existence. Heller's blazing star is a short stocky plant that has one or more erect stems that arise from a tuft of narrow, pale green basal leaves. Leaves are accuminate and diminish in size and breadth upward on the stem. Stems are 4 dm tall and are topped with a raceme of small (7-20 cm) lavender flowers. Fruits are present from September to November. This plant is a high altitude early pioneer species and can be found growing on high elevation ledges of rock outcrops in grassy areas where it is 9 exposed to full sunlight. It prefers shallow acid soils associated with granite rocks. Biological Conclusion No Effect No suitable habitat in the form of high elevation ledges of rock outcrops in grassy areas exist in the proposed project area. Furthermore, NCNHP database of rare species and unique habitats was reviewed on 19 August 1997. There were no documented reports of Heller's blazing star within the project area. Therefore, the proposed project will not effect Heller's blazing star. Hedyotis purpurea var. montana (mountain purple or Roan Mountain bluet) Endangered Plant Family: Rubiaceae Federally Listed: April 5, 1990 Flowers Present: June - July (best time is mid June) Roan Mountain bluet is a perennial species with roots and grows in low tufts. Roan Mountain bluet has several bright purple flowers arranged in a terminal cyme. This plant can be found on cliffs, outcrops, steep slopes, and in the gravelly talus associated with cliffs. Known populations of Roan Mountain bluet occur at elevations of 1400-1900 meters (4600-6200 ft). It grows best in areas where it is exposed to full sunlight and in shallow acidic soils composed of various igneous, metamorphic, and metasedimentary rocks. Biological Conclusion No Effect Habitat in the form of cliffs, outcrops, steep slopes, and in the gravely talus associated with cliffs does not exist in the project area. The project elevation is approximately 975 m (3200 ft) which is considered too low for the Roan Mountain bluet. Additionally, the NCNHP database for rare species and unique habitats was reviewed on 19 August 1997. The review revealed no documented observation of Roan Mountain bluet in the project area. Therefore, the Roan Mountain bluet will not be impacted by the project construction. cc: V. Charles Bruton, Ph.D., Permits, Mitigation, and Natural Resources Unit Head Hal C. Bain, Natural Resources Supervisor File: B-2658 10