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HomeMy WebLinkAbout20191520 Ver 1_PCN Form Submission_20191101DR 02*10n of Water R"Ourc" Pre -Construction Notification (PCN) Form September 29, 2018 Ver 3 Initial Review Has this project met the requirements for acceptance into the review process?* r Yes r No Is this project a public transportation project?* r Yes r No C1arxJe only if needed. BIMS # Assigned 20191520 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Select Project Reviewer* Sue Homemod:eads\slhomemod Information for Initial Review 1a. Name of project: COURTESY COPY - Sawyer Creek Culvert Installation 1a. Who is the Primary Contact?* Josselyn Lucas 1 b. Primary Contact Email:* jossielucas@gmail.com Date Submitted 11 /1 /2019 Nearest Body of Water Sawyer Creek Basin Watauga Water Classification C Site Coordinates Latitude: 36.299264 A. Processing Information County (or Counties) where the project is located: Watauga Is this project a public transportation project?* r Yes r No Longitude: -81.750434 1a. Type(s) of approval sought from the Corps: V Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable ureters, tidal waters, Rivers and Harbors Act) 1 b. What type(s) of permit(s) do you wish to seek authorization? P Nationwide Permit (NWP) r- Regional General Permit (RGP) r- Standard (IP) Version# * 1 Reviewing Office* Winston-Salem Regional Office - (336) 776- 9800 1c. Primary Contact Phone:* (828)406-9508 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: P 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 13 - Bank Stabilization le. Is this notification solelyfor the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: r 401 Water Quality Certification - Express r Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1j. Is the project located in a designated trout watershed? O Yes r No B. Applicant Information 1d. Who is applying for the permit? P Owner r Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Amy C. Hudnall 2b. Deed book and page no.: 1282/661 & 1879/614 2c. Responsible party: N/A 2d.Address Street Address 1199 Odes Wilson Rd Address Line 2 city Zionville Postal / Zip Code 28698 2e. Telephone Number: (828)406-9508 2g. Email Address:* horsehelpersnc@gmall.com State / Rwince / R-gion NC Country USA 2f. Fax Number: r Yes r No rYes rNo C. Project Information and Prior Project History 1. Project Information 1b. Subdivision name: ('h appropriate) WA 1c. Nearest municipality/town: Zionville 2. Project Identification 2a. Property Identification Number: 1983997059000,1983995146000 2c. Project Address Street Address 1199 Odes Wilson Rd Address Lirie 2 City Zionville Pbstal / Zap Code 26898 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Sawyer Creek 3b. Water Resources Classification of nearest receiving water:* 3c. What river basin(s) is your project located in?* Watauga 3d. Please provide the 12-digit HUC in which the project is located. 0601010300301 4. Project Description and History 2b. Property size: 1.84,2.33 State / province / Fbgion NC Country USA 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:* The project will occur in rural Watauga County at the Horse Helpers of NC facility, a non-profit 501(c)(3) organization. The property is currently used as an agricultural horse rescue facility for housing, rehabilitating, rehoming, and socializing horses which have been abused, abandoned, or deemed problematic by previous owners. The property consists of a residential structure, several barns and storage buildings, and agricultural pasture. Sawyer Creek runs through the property from the northeast toward the southwest. A large cobble berm parallels stream left of the upstream e)dent of the creek, behind the barns. A previously installed culvert e)dsts under where there used to be a stream crossing, however, water has undermined and eaten around the culvert into the banks, leaving it sitting on top of the bed of the channel, non-functioning. This has also caused the stream to widen around the pipe itself, and has caused severe erosion above and below it's location. Because of this, the organization has lost their access to the lower field on the right bank. This project aims to replace the incorrectly sized and non-functioning pipe with the correct sized pipe using proper installation and natural channel design techniques above and belowto repair the severe erosion. Land use in the project vicinity consists of either single family residential development or agricultural land used for cattle farming or crop production. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* f Yes F No f Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) Hudnall_topo.pdf 1.6MB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) soil.pdf 357.26KB 4f. List the total estimated acreage of all existing wetlands on the property: 4g. List the total estimated linear feet of all existing streams on the property: 680 4h. Explain the purpose of the proposed project:* A previously installed culvert e)dsts under where there used to be a stream crossing, however, water has undermined and eaten around the culvert into the banks, leaving it sitting on top of the bed of the channel, non-functioning. This has also caused the stream to widen around the pipe itself, and has caused severe erosion above and below it's location. Because of this, the organization has lost their access to the lower field on the right bank. This project aims to replace the incorrectly sized and non-functioning pipe with the correct sized pipe using proper installation and natural channel design techniques upstream and downstream of the culvert to repair the severe erosion and prevent future degradation. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The project will begin as soon as permits are approved and will be completed by the end of the year. Sloping, Benching, and Natural Channel Design structures will be installed and the existing culvert will be replaced with the correct sized pipe. All areas will be seeded and matted with coconut coir matting at the end of each day. Approadmately 111 linear feet of Sawyer Creek will be impacted. Equipment may include track hoes and skid steers. 4j. Please upload project drawings for the proposed project. HorseHelpers_Culvert _11-1.pdf 3.86MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r No Comments: f Unknown 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary f Approved r Not Verified r Unknown r N/A Corps AID Number: 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: SM. Jurisdictional determination upload 6. Future Project Plans 6a. Is this a phased project?* r Yes r No 7b. If yes, explain. Once additional funding has been acquired the stone berm upstream will be removed and the channel will be restored to its proper morphology according to a reference condition within the watershed. Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? 13 D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): r Wetlands W Streams -tributaries r Buffers r Open Waters r Pond Construction 3. Stream Impacts F 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. widtIlength* 3h. Impact ?) Jurisdiction Culvert S1 Replacement Permanent Culvert Sawyer ��] Creek Perennial Both 5 Average (feet) 80 (linear feet) Natural Channel Stream �=J Stabilization Sawyer Creek Perennial Both 31. Total jurisdictional ditch impact in square feet: 0 31. Total permanent stream impacts: 31. Total temporary stream impacts: 111 0 31. Total stream and ditch impacts: 111 3j. Comments: Natural Channel Stream Design Structures (Step Pool and J-Hook) will be installed above and below the 80 foot culvert for grade control and bank stabilization to prevent another culvert failure. These impacts have been combined in the above impacts table (31 Linear Feet Total). E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: The proposed work and associated impacts are intended to stabilize the stream bank along the stream reach while minimizing impacts to aquatic resources. Design measures which minimize impacts include installation of natural channel design structures including 2 step/j-hook structures above and belowthe culvert to prevent downcutting and further sedimentation downstream from erosive banks. All disturbed buffer areas will be immediately seeded ,matted, and staked upon completion. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: All streambank disturbances will be stabilized same day and covered with coir (coconut matting) and livestaked to reduce sedimentation during construction. Existing trees vegetation Will be retained where possible to promote bank stability. Only equipment in good condition will be used on this project, no leaks will be tolerated. Boulders will be placed upstream of the work area to divert direct flowfrom causing additional turbidity to the ,-hook construction area. In -stream access of equipment Will be minimized where at all possible and the majority of work will be performed from the banks. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? r Yes r No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: This is a streambank stabilization project which will have no impacts requiring mitigation on Waters of the U.S. or Waters of the State. Impacts are below the threshold to require mitigation. F. Stormwater Management and Diffuse Flow Plan (required by DWR) - 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No If no, explain why: Project is not within an NC Riparian Buffer Protection Area. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? r Yes r No Comments: G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* r Yes r No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. This is a stream stabilization project in a rural agricultural area. The project includes no development which could affect downstream water quality. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r No r N/A 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5c. If yes, indicate the USFWS Field Office you have contacted. Asheville 5d. Is another Federal agency involved?* r Yes r No f Unknown 5e. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?* r Yes r No 51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? BFEC completed the USFW IPaC regulatory review process. BFEC then reviewed specific information for each species on the Raleigh Ecological Services Field Office page and USFWS fact sheets. No Critical Habitat is located at this site. Habitat requirements are not met for the majority of the species on the list, due to specific habitat requirements such as high elevation rocky outcrops/summits or spruce fir forest. No known caves are located at the project site. No bat maternity roosts are known on site, though a few mature trees are present near the reach, however, no trees will be taken for this project. Consultation Documentation Upload Species List_ Asheville Ecological Services Field Office.pdf 485.05KB 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* NOAA online essential fish habitat mapper: https://www.noaa.gov/protection/efh/efhmapper/ 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* NC Historic Preservation Office HPOWEB GIS service. No historic sites are listed on the project site, however, a historic building, the John Mast House, is located to the west of the Subject Property. 7c. Historic or Prehistoric Information Upload SHPO.pdf 1.64MB 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* r Yes r No 8c. What source(s) did you use to make the floodplain determination?* https://msc.fema.gov/portal/home Miscellaneous - Comments Miscellaneous attachments not previously requested. FIRMETTE_8b753bcf-ef7c-11 e9-b6ba-001 b21 bc1 ecd.pdf PHOTOSHEETS.pdf Signature fJ By checking the box and signing below, I certify that: 434.25KB 2.27MB • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Josselyn Lucas Signature Date 11/1/2019 i r. _ ���-• Il � � _ MI � • - � eft 1 s, .— rp 7— 1 ' •�� ' Legend N 0 1,250 2,500 5,000 Feet Project Location (36.2992,-81.7502) I I I Copyright:© 2013 N.d 4atioanal ye Geographic, Society, i-cubed,$ Custom Soil Resource Report Soil Map In m 432510 432540 432570 432600 432630 432660 432690 36° 18' 1" N_ u'S 0 r v d 0 v 36° 1755" N 432510 432540 432570 432500 432630 in Map Scale: 1:1,320 if printed on A landscape (11" x 8.5") sheet. o Meters N 0 15 30 60 90 Feet 0 50 100 200 500 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 9 432720 432750 432660 432690 432720 432750 o o m 432780 36° 18' 1" N u'S 0 r v d 0 v 36° 1755" N 432780 v o m MAP LEGEND Area of Interest (AOI) 0 Area of Interest (AOI) Soils 0 Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Iwo Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill A. Lava Flow .& Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip oa Sodic Spot Custom Soil Resource Report MAP INFORMATION Spoil Area The soil surveys that comprise your AOI were mapped at 1:12,000. Stony Spot Very Stony Spot Warning: Soil Map may not be valid at this scale. Wet Spot Enlargement of maps beyond the scale of mapping can cause Other misunderstanding of the detail of mapping and accuracy of soil �- Special Line Features line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed Water Features scale. Streams and Canals Transportation Please rely on the bar scale on each map sheet for map --+-* Rails measurements. . 0 Interstate Highways Source of Map: Natural Resources Conservation Service US Routes Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Major Roads Local Roads Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts Background distance and area. A projection that preserves area, such as the Aerial Photography Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Watauga County, North Carolina Survey Area Data: Version 18, Sep 16, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: May 20, 2011—Nov 9, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. 10 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CkE Chestnut-Edneyville complex, 30 to 50 percent slopes, stony 0.9 22.9% Csc Cullasaja very cobbly loam, 8 to 15 percent slopes, very stony 2.6 68.7% EdD Edneytown loam, 15 to 30 percent slopes 0.3 8.4% Totals for Area of Interest 3.8 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or 11 SAWYER CREEK CULVERT INSTALLATION HORSE HELPERS OF THE HIGH COUNTRY REACH SHEET INDEX COVER 1 SITE PLAN 2 LONGITUDINAL PROFILE AND SUMMARY TABLES 3 CROSS SECTIONS 4 DETAILS AND SPECIFICATIONS 5-6 GENERAL NOTES: 1. STREAM ASSESSMENT DATA (LONGITUDINAL PROFILE, CROSS -SECTIONS, ETC.) PRESENTED HEREIN COLLECTED BY CARTER LAND AND WATER DESIGN. 2. CONTOUR DATA PRESENTED IN THIS DOCUMENT IS TAKEN FROM NCDOT LIDAR DATA (2' and 10' CONTOURS). 3. HORIZONTAL AND VERTICAL GRID CONTROL TIED TO PROJECT BY CLWD. SURVEY DATA USED FOR DESIGN IS RELATIVE TO ITSELF AND APPROXIMATELY SET TO REAL WORLD COORDINATES BASED ON LIDAR DATA. 4. CLWD WILL PROVIDE CONSTRUCTION MANAGEMENT FOR THE PROJECT, ANTICIPATED INSTALLATION BEFORE 12/31/19. 5. STREAM RESTORATION IN THE UPSTREAM REACH IS ANTICIPATED BY NRCS AT A LATER DATE. THIS PROJECT WILL ONLY ADDRESS THE CULVERT REACH. -� rf Legend N 0 1,250 2,500 5,000 Feet Project Location (36.2992,-81.7502) 1 Copyright:@ 2013 Nafional Geographic Society, i-cubed -06 co i; lc"7 U M�_ ono y N O d L N co o_ cu U M L... tl A c _ V J Sheet 116 N e removed from channel +sss Headwall Tied - to Exi ing Retaining II Q) tend vate Scour of Downstream ulvert tend wall Footer cks Dow trea to Step Struc re #� sr 9 nsure Step Struc is w silled (4' Min ' to exi g \-Spring culvert LEGEND CONTROL POINT STREAM THALWEG ALE TOP OF BANK " 2' CONTOUR - EXISTING 10' CONTOUR - EXISTING PROPOSED DESIGN PROPERTY LINE CHANNEL REALIGNMENT BUILDINGS FOOTER ROCKS - STEPS, HEAD WALL AND WINGWALLS HEADER ROCKS STEPS, EXISTING BRIDGE HEAD WALL AND WINGWALLS EXISTING ROCK WALL CONSTRUCTION ENTRANCE ~' STREAM CROSSING EXISTING FENCE ® NEW CULVERT - 80' GRAVEL BERM ® SCOUR POOL 77 Barn G Q� n `5 S veil So � -0 O co � o U M � cr = O y d N O Z 'i N co Q L co U M m o z g o' 0 U O O U ICU Q) i Q) a Q) � O (n ro U a co U i U Sheet 216 O Co U Longitudinal Profile M M O Z N =yN � � = N Cl) 01co U M 301 t p Pool= m 301 s < � ew C 2+96 Ivert Inet Ilatton ft) �1 3+90 (0 300 � e � Stepub Pool C 0 300 � 299 IxX n 299 X X i �O �O �O �O ,LO �O �O �O �O ,LO �O,LO �O �x �x �x yx yx yx yx 1y1 ,Lx ,Lx ,Lx ,Lx ,Lx ,y�x ,y�x ,y�x ,y�x ,y�x �x �x �x �x �x �x Station m o g ti O O U U Co N a) cc cts 2 �U U C0 N � LEGEND "' ' O N EXISTING cts t j GRADE PROPOSED a) U` GRADE a� LOW WATER J 2 SURFACE Sheet / PROPOSED BANKFULL 316 Stream Assessment Parameters Existing Condition Proposed Condition Stream Type E4/B4c E4/B4c Drainage Area (sq mi) 0.9 0.9 Reach Slope (ft/ft) 0.0390 0.041 Bankfull Area (sq ft) Avg: 17.9 /Range: 17.0-19.5 Avg: 18.0 /Range: 17.0-19.5 Bankfull Width (ft) Avg: 16.4 /Range: 10.4-28.0 Avg: 18.4 /Range: 11.6-28.0 Bankfull Depth (ft) Avg: 1.1 / Range: 0.7-1.7 Avg: 1.0 / Range: 0.7-1.5 Bankfull Max Depth Avg: 2.0 /Range: 1.6-2.7 Avg: 1.8 /Range: 1.6-1.9 Bankfull Width /Depth Ratio Avg: 15.1 /Range: 6.3-40.0 Avg: 18.8 /Range: 8.0-40.0 Bankfull Max Depth Ratio Avg: 1.9 /Range: 1.4-2.5 Avg: 1.8 /Range: 1.6-2.0 Bank Height Ratio Avg: 1.9 /Range: 1.2-2.6 Avg: 2.1 /Range: 1.6-2.6 Entrenchment Ratio Avg: 3.0 /Range: 1.2-7.7 Avg: 1.5 /Range: 1.2-2.0 Riffle Length (ft) Avg: 45.7 /Range: 21.1-80.3 Avg: 55.2 /Range: 33.4-96.0 Riffle Length Ratio Avg: 2.8 /Range: 1.3-4.9 Avg: 3.0 /Range: 1.8-5.2 Riffle Slope (ft/ft) Avg: 0.0500 / Range: 0.0310-0.0850 Avg: 0.0520 /Range: 0.0340-0.0770 Riffle Slope Ratio Avg: 1.3 /Range: 0.8-2.2 Avg: 1.3 /Range: 0.8-1.9 Pool Area Avg: 19.1 /Range: 17.6-20.2 Avg: 31.7 /Range: 19.3-38.7 Pool Bkf Width Avg: 19.8 /Range: 9.6-32.2 Avg: 22.3 /Range: 17.4-31.8 Pool Bkf Depth Avg: 1.2 / Range: 0.6-1.8 Avg: 1.5 /Range: 1.1-2.2 Pool Max Depth Avg: 2.1 /Range: 1.7-2.8 Avg: 2.6 /Range: 1.8-3.9 Poo Length (ft) Avg: 11.8 /Range: 5.0-25.5 Avg: 16.2 /Range: 7.7-30.0 Pool Length Ratio Avg: 0.7 / Range: 0.3-1.6 Avg: 0.9 / Range: 0.4-1.6 Pool to Pool Spacing (ft) Avg: 58.5 /Range: 26.1-88.0 Avg: 65.8 /Range: 14.7-126.0 P-P Spacing Ratio Avg: 3.6 /Range: 1.6-5.4 Avg: 3.6 / Range: 0.8-6.8 xsl 302 m CD - < QJ 301 T r-+ O 301 O"00 O"llO O"llO Ox�O Station lul XS5 Ox00 OxllO OxllO OxlOO OxllO Station XS2 302 m CD - QJ 301 r-+ o - 301 O"00 O"�O ell, elp Station 301( 300! m CD 300( r-+ O� 299' n ram+ O XS6 XS3 Ox00 OxllO OxllO OxlOO Station 299 O"00 Ox,LO O"llO O"00 O"llO y"00 Station n XS4 m 3 CD QJ 3 r-+ O 3 O"00 Ox,LO O"llO O"00 O"llO y"00 Station XS7 O"00 Ox,LO O"llO O"00 O"llO y"00 Station LEGEND / EXISTING GRADE PROPOSED / GRADE BANKFULL -0 O co � o U M � cr y d L N co Q L 01 N U M s u L �N Sheet 416 TEMPORARY CONSTRUCTION EXIT DETAIL PUBLIC ROAD s0• MIN.IDEA, reoUND A / av R Nor` A 0•n N. ^ueuc Roa. T aEnnl wTO AcDSID SIZES / E° UNDERCUT PR To JI EROM z••Toa••a••DEPTn PLAYE4ENT OF PPMNOR4RVN REONOGN� NUNDERBN E a / C.. Inl—OF RIPRAP TIR //'P�DEPTH ONE 3 TOG S XTILEIFEABgRCOMSECTION A -A 11111 LVEERE°IEOGE WIRE -BACKED SILT FENCE A III c' ouHD M111MIM IF Im / crew MIM DEanHIHM WW aExramlvEVlEw AI'M11-MI EE1 secureeiv. 111TE-1 JsEOIOHe aas senlav 1-1I1=1EHr nir rz-rvcEsenlays) NOTES: 1. STEEL FD THEALLBEAMIN MUMMAY OF ASTAN STANNG DARD DRIVEN ACTION MOF OWN" NO TO SHE GRD UND. THESTEEL POSTS MAY BEASTANDARD TOR USECTION WEIGHING NO LESS THAN 13 STIFT ISLAND 2. ACH PUT FROM AND WOVEIII WIDE TO AND THE GRWALLBEFASTEN S SECURELY MEET FOLLOWING LNG POST FROM TOPTO GROUND LEVEL AND THEGEOTEXTILESHALLMEET THE FOLLOWING REQUIREMENTS TENSILESTRENGTH WA GOLBSII L(MIIN. (MIN), FILL180 L&S/INEURS. CLOW N6STRFN6TH 70 GPM/IN (MIN) F HEREENE FA GPM/SO. FT 3. WLDED, AND SECUREOF GEO ETO PREAERIC NTSESI COME TOGETHER THEY SHALL BEO✓ERIAPPED, FOLDED, AND ALL BE INTO PRE✓ENTSEDAND AFTER Q. WHENSILT SULGE OCCUR OR WHEN BEFOREANDAFTEREA TIIRAINEVUES50%TAND MAINTAINED WHEN BULGc'SOC�R ORWHEN SEDIMENT ACCUMULATION REA6fES50% OF THE FABRIC HEIGHT EROSION CONTROL MATTING sz" 4" 6„iiffl 6" 4" 6" A Z _S B c 1 � ia —— CRITICAL POINTS ,ram A. Overlaps and Seams " NOTE: B N LOOSE SOIL B. Projected Water Line C. Channel Bottom Side THE USE OF STAPLE OR STAKE Slope Vertices / LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE B G =III—u III BLANKETS. II „m= 1 IIIIIIIIII—III— �� SLOPE INSTALLATION INSTRUCTIONS: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30CM) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS INDIRECTION OF WATER FLOW. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON BLANKET TYPE. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE BLANKET WIDTH. 5. PLACE CONSECUTIVE BLANKETS END -OVER -END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS. 6 FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 7. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5-12.5CM) (DEPENDING ON BLANKETS TYPE) AND STAPLED. TYPICAL CHANNEL RE -VEGETATION PLAN VIEW DETAIL PLAN VIEW SYMBOL DESCRIPTION SYMBOL DESCRIPTION NATIVE SOD MATTING AND/OR EROSION CONTROL FABRIC ARE TO BE NATIVE TREE AND SHRUB PUVTDON NEAR BANK AND DISTURBED AREAS WHEN AVAILABLE. (BAREROOT OR I-3 GALLON 1. SEEDIMMDEATELY WITH TEMPORARY RYEGRASS. 2. FOLLOWINGCONSTRUCT ION BE A CONTAINERS) SPECIES TO BE PLANTED ATA DENSITY SUFFICIENT TO PROVIDE 400 TREES ACRE AT / TURF. MATTING ANDWITHFABRIC PE STAKED T ANE D GRASS/HERB MIXTURE. SSA. MATTING AND FTIVE/W ODY BTAKES. DDOWN WITH LARGE STAPLES AND/OR NATIVE/WOODY MATURITY -FL R NOT ILI SPECIES INCLUDE BUTARE ITED TO: STAKES. 1,T b Arer FubFum, Amelanchier 3. LIVESTAKE SPECIES INCLUDE BUT ARE NOT LIMITED TO: arborea, B-1,W I., IIIlugIAnd,W I., Lki.de d— C.R,,B,A­­, ApWI S.lixsereci., S—b—, t"lipfem, MAIu........... , . de. m Phy,. P, , opulif.lius, QRe ' F"bDA e[c. PERMANENT SEED MIX: APPLY AT 15 LBS PER ACRE OF DISTURBANCE (per specifications of seed supplier): ERNST CONSERVATION SEED MIX ERNMX-178 (FLOODPLAIN MIX) WHICH INCLUDES THE FOLLOWING SPECIES: Fox Sedge, Partridge Pea, Dear Tongue, Little Bluestem, Virginia Wild Rye, Riverbank Wild Rye, Swamp Sunflower, Ox Eye Sunflower, Arrow Wood, Big Bluestem, Silky Dogwood, Switchgrass, Indiangrass, Staghorn Sumac, Showy Tick Trefoil, Purple Bergamot, Black Eyed Susan, Joe Pye Weed , Soft Rush, Giant Ironweed, Tall White Beard Tongue, Spotted Joe Pye Weed, Bone Set, and Blue False Indigo. TEMPORARY SEED MIX AND SPECIFICATIONS: Common Name Scientific Name Rate per Acre Optimal Planting Dates Rye grain Secale cereale 30 Ibs Aug 15 - May 15 Browntop millet Urochloa ramosa 10 Ibs May 15 - Aug 15 Seedbed Preparation: Disturbed soils within riparian areas will be amended to provide an optimum environment for seed germination and seedling growth. Surface soils will be loose enough for water infiltration and root penetration. Lime will be added to the soil to ensure a pH level between 5.5 - 7. Fertilizer (18-46-0) will be added to nutrient deficient areas. All riparian areas will be raked to loosen compacted soil prior to seeding. COMBINATION OF CONTAINER OR BARE -ROOT NATIVE TREES &/OR SHRUBS ISEE PLAN VIEW DETAIL FOR SPECIES) \ BANKFllLL CROSS-SECTION -0 O co E 00 r3 co 2 o�@J L N co o- L U M m 0 mo w 3g 16 O O U U ro co Q) O Co a) cLf 0 U a) U N Co 00 2 C C0 (tl N � O � U a? co O a) U � Sheet 516 N 73 O co O U M � = O 2 TYPICAL CULVERT N o DETAIL (RpM NN 2r DWW co a cc U M DOWNSTREAM UPSTREAM uowui (ROCK NN Y{' DN) � C en unuc� R NET& aTE IPPE -� .vgyw. %{ c�> vE 0cd 0{4 OaNle) i Y _ CWn MAW 0.080 -�LOw rw - WLYENT- EL IEXINE LNFR { v ". NN O21C Y MA) J(ROCK -I I NEY (Y NN) A , W t PROFILE VIEW PLAN VIEW Hydraulic Modeling Resuks (HEC-RAS 5.0.7 Standard Table) HEC-RAS Project BOULDER STEP -POOL STRUCTURE NOTES: I. BOULDER DIMENSIONS SHALL BE 2'-3' THICK, 2'-4' WIDE, AND 3'-6' LONG. 2. ROCK SHALL BE NATIVE STONE HARVESTED LOCALLY OR FROM EXISTING STREAM. SURFACE BOULDER m 3. THE ROCKS SHOULD BE RECTANGJLAR OR NEARLYSO AT THE ROCK TO ROCK CONTACT. BOULDER POOL WIDTH THE ROCK TO ROCK CONTACT SHOULD BE SOLID. IF ROCKS ARE NOT PERFECTLY FLAT, 0 I THE THICKER END SHOULD BE PLACED DOWNSTREAM. - 'r m U O w FLOW POOL EPTH 0 ¢ g W U SURFAC OULDER NATIVE STONE AN COBBLE B' FOOTER BOULDER C-C' cu 0) Q) 'MIN BO DER HICKNESS, 5' MAX SURFACE BOULDER (TYP) CROSS-SECTION C cc NON -WOVEN GEOTEXTILE2651O i FABRIC (TYP) U Q) FOOTER BOULDER GEOT SURFACE BOULDER (TYP) i� NON -WOVEN ILE FABRIC C C, V -L (05 WEIR tN Q r^+•L vJ -L BANKFULL ELEVATION I,�I - DE TH BANKFULL II II U SURFACE BOULDER I Q z FOOTER BOULDER (TYP)�II � 0 WEIR CREST (TYP) Qf PO FLOW P /� Co POOL / FOOTER BOULDE ( 10 co N ,O mN POOL FOOTER BOULDER (TYP) III III CRESTINVE1; ALTERNATE LEFT AND RIGHT Q C T NATIVE STONE AND COBBLE A -A, CROSS-SECTION +: U B-B' PROFILE VIEW B *EC- U Existing Conditions (no culvertj; PC- Proposed Conditions with Culvert _ •'Culvert Project Reach Station 2+98-3+90 O n` U 5�W+ ro Sheet 6/6 River Sta River Sta Profile Han QTotal Min Ch El W.S. EIev Crit W.S. E.G. EIev E.G. Slope Vel Chnl FlowArea Top Width Froude # Chi (cfs) (ft) (ft) (ft) (ft) (ft/R) (ft/s) (sq R) (k) 424 OED6 BKF EC 52 3D11.59 3013.D4 3D13.D4 3013.42 D.027372 4.91 1D.58 14.D3 1.D0 424 OrD6 BKF PC 52 3D11.59 3D13.D4 3013.D4 3013.42 D.D27427 4.92 1D.57 14.D2 1.D0 424 D�06 10YR EC 265 3011.59 301Q45 3D14.45 3016.46 0.022899 8.03 33.00 16.77 1.01 424 Otfl610YR PC 265 3011.59 3fl1Q46 3014.46 3016.46 OD22846 8.fl2 33.03 16.78 1.fl1 424 OrD6 100 YR EC 530 3011.59 3015.65 3015.65 3D17.15 D.D2156 9:83 5382 18.25 1.D1 424 DI-06 10DYR PC 530 3011.59 3015.65 3015.65 3017.15 D.02156 9:83 53.42 18.25 1.01 380 Ot50 BKF EC 52 3010.16 301L48 3D11.48 3011.86 0.028396 4.90 10.61 14.51 1.01 380 Of50 BKF PC 52 3010.16 301L48 3011.48 301L86 0.028639 4.91 10.59 14.50 1.01 380 Or50 10 YR EC 265 3DSD.16 3012.83 3012.83 3013.73 OD22449 7.62 34.76 19.52 1.D1 38D Of50 SO YR PC 265 3010.16 301283 3012.83 30Il3.73 0.02254A 7.63 34.74 19.52 1.01 380 Or50 100 YR K 530 3010.16 3013.92 3013.92 3015.25 0.020645 9.23 57.39 21.90 I.DS 38D 0�50 lOD YR PC 530 3010.16 3013.92 3013.92 3015.25 DA2D645 9.23 57.39 21.90 1.01 292 1+38 BKF EC 52 3006.68 3007.92 3007.92 300839 0.027043 5.50 9.46 10.17 I.DD 292 1+38 BKF PC 52 3DD6.68 3W7.92 3DD7.92 300839 D.027194 5.51 9.44 1D.16 1.01 292 1+38 lO YR K 265 3006.6B 3009.65 3009.65 3010.3 O.OP478 6.89 42.49 30.37 0.61 292 1+38 10 YR PC 265 30D6.68 30D9.63 3009.63 3010.3 0.015217 6.97 42.D2 30.31 D.62 292 1+3810D YR EC 530 30D6.68 3010.41 3010.41 3011.41 6.617324 8.43 66.64 3327 0.89 292 1+38100 YR PC 530 30D6.68 3010.42 3010.42 3011.41 0.017178 8.40 66.94 3329 0.89 150 2+8D BKF K 52 3DDL59 30D3.44 3603.44 3D03.97 D.D29335 5.87 8.88 8.64 1.01 150 2+8D BKF PC 52 30DD.30 3DD428 3002.41 3009.32 0.0005T2 i.5i 35.55 18.01 0.17 150 2+80 10 YR EC 3001.59 30D5.76 3005.76 3006.7 0.0120i2 8.16 37.46 23.02 0.78 150 2+801D YR PC 265 3000.3D 30D6.65 3004.18 3006.77 0.000432 3.D4 103.28 39.98 0.25 ISD 2+8(11DD YR EC 530 3DD1.59 3DDG99 3006.99 3D08 D.O102D1 9.24 74.13 37.18 D.76 150 2+BO 10D YR PC 530 3000.30 30D7.65 3005.55 3007.89 0.001506 4.39 148.82 55.79 0.32 114 3+16 BKF EC 52 2999.39 300L01 3001.OIl 300E 6Il 0.02% 6.19 6.40 7.14 1.01 114 3r161D YR EC 265 2999.39 30D3.42 30D3.42 3D04D2 D.DIlD656 6.80 47.25 41.04 D.67 114 3+1610D YR EC 530 2999.39 3004.20 3004.2 3004.85 0.010052 7.63 88.70 64.84 0.67 31 3+99 BKF EC 52 2995.33 299689 2996.77 2997.04 0.015553 3.1D Y6.85 31.2D 0.73 31 3+99 BKF PC 52 2994.80 2996.59 299666 0.003399 2.07 25.12 26.31 0.37 31 3+9910 YR EC 265 2995.33 299Z77 2997.66 294&27 0.035274 5.72 47.55 38.58 0.85 31 3+99 10 YR PC 265 2994.80 2997.79 2998.06 0.006274 4.18 64.99 38.67 0.53 31 3+9910D YR EC 530 2995.33 299R46 2998.48 2999.2 0.013563 7.08 SL57 6L08 0.86 31 3+9910DYR PC 530 2994.8D 299857 2999.D2 D.OD6D44 5.59 1D4.62 64.93 0.59 O 4r30 BKF K 52 2994.83 2996.14 2996.14 299641 0.027675 4.17 12.73 25.33 0:96 O 4�30 BKF PG 52 2994.83 2996.14 2996.14 299641 0.027675 4.17 12.73 25.33 0.98 O 4+3010 YR K 265 2994.83 2997.14 2997.14 2997.75 0.047354 6.52 4297 35.59 0.92 D 4r3D 1D YR PC 265 2444.83 2497.14 2447.14 2447.75 D.O17354 6.52 4247 35.59 D.92 D 4+3010D YR EC 530 2994.83 2997.96 2997.96 2448R D.O13373 7.59 79.32 54.93 D.87 0 4+3010D YR PC 530 2994.83 2997.96 2997.96 2998.72 O.OIl3373 7.59 79.32 54.93 0.87 Horse HelDers NC SHPO MaD s ranraucs Y�~ ;F, James Isaacs House 0 TO y0 r: T F �C T "reek John Mast House ODES WILs::^� `Q ru Ri Legend 0 NCHPOpoints Project Property Miles 0 0.15 0.3 0.6 Data Sources: NC SHPO WEBGIS Watauga County Tax Parcels John Wilson House 0 SaV,yr•r Sa'vYC r (;f!! n e,P�LE� FERRY R:: J Q Q 5 d 21 N °coK z�� Est HNr, W ���6A. E v� ►a Baumgardner House -, arl Eggers House g \-�Silverstone Store (Gone) Sihrerstane I Esri, HERE, Garmin, © OpenStreetMap contributors, and the GIS user community National Flood Hazard Layer FI RMette" FEMA Legend Q 36°18'10.88"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT µ t'- Without Base Flood Elevation (BFE) Zonp e A, V, A99 SPECIAL FLOOD } With BFE or Depth Zone AE. AO. AH, VE, AR �+ . t F t' o c.'J� _ HAZARD AREAS Regulatory Floodway r 0.2% Annual Chance Flood Hazard, Areas M ;ol_ of 1%annual chance flood with average A � depth less than one foot or with drainage y_ a areas of less than one square mile zone x .R Future Conditions 1%Annual Chance Flood Hazard zone x Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes. zone x 1 r . y l FLOOD HAZARD Area with Flood Risk due to Leveezone O .# j t/ f` ' ti�F NO SCREEN Area of Minimal Flood Hazard zone x # *� $I` 1, _ Q Effective LOMRs A OTHER AREAS Area of Undetermined Flood Hazard zone D a. �. �' `V GENERAL ---- Channel, Culvert, or Storm Sewer STRUCTURES IIIIIIII Levee, Dike, or Floodwall e 80.2 Cross Sections with 1%Annual Chance ns Water Surface Elevation tr T+ 1913Ci UN. ��aREA.l MINIMAL FHr-AF C" o- — — Coastal Transect 4k ^^^^^ 513^^^^^� Base Flood Elevation Line (BFE) 3701-51 � 11 Q Limit of Study • . j . ip Jurisdiction Boundary + j -- --- Coastal Transect Baseline OTHER Profile Baseline FEATURES Hydrographic Feature Digital Data Available N ' I I ■ No Digital Data Available a. I I ' MAP PANELS Unmapped The pin displayed on the map is an approximate ` 4 point selected by the user and does not represent ^ t lkt. # . R an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap # * accuracy standards + 1 • The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map SI was exported on 10/15/2019 at 2:49:51 PM and does not reflect changes or amendments subsequent to this date and ' time. The NFHL and effective information may change or a become superseded by new data over time. A 4VM A o This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, US'GS The Nato 1 M r: Orth Im r . D refr h • Arrll, 2 I legend, scale bar, map creation date, community identifiers, 36°17'41.88"N FIRM panel number, and FIRM effective date. Map images for Feet 1.6,000 unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. HORSE HELPERS NC PROGRESSION PHOTOS EMERGENCY REPAIR PHOTOS �r ' � •r �-.qua". ..,-. . ' � ..o r' .W �r i y +R` F 4 UPSTREAM OF CULVERT APRIL 2018 Upstream of Restoration Reach UPSTREAM OF CULVERT JUNE 2019 :-CAM VIEW DOWNSTREAM FROM UPSTREAM EXTENT APRIL 2018 VIEW DOWNSTREAM FROM UPSTREAM EXTENT JUNE 2019 AGGRADED MATERIAL FROM BERM: 2018 F .y1 -m AiR ilwdo Just downstream of the culvert. Widened stream and aggraded material. CULVERT 2019 Area to be restored pictured above and to the right. United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 Phone: (828) 258-3939 Fax: (828) 258-5330 http://www.fws.gov/nc-es/es/couMfr.html In Reply Refer To: Consultation Code: 04EN1000-2020-SLI-0062 Event Code: 04EN1000-2020-E-00161 Project Name: Sawyer Creek Stream Stabilization October 28, 2019 Subject: List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The attached species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. Although not required by section 7, many agencies request species lists to start the informal consultation process and begin their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife Service (Service) Asheville Field Office's (AFO) website: https://www.fws.gov/raleigh/species/ cntylist/nc counties.html. The AFO website list includes "species of concern" species that could potentially be placed on the federal list of threatened and endangered species in the future. Also available are: Design and Construction Recommendations https://www.fws.gov/asheville/htmis/project review/Recommendations.html Optimal Survey Times for Federally Listed Plants https://www.fws.gov/nc-es/plant/plant survey.html Northern long-eared bat Guidance https://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html Predictive Habitat Model for Aquatic Species https://www.fws.gov/asheville/htmls/Maxent/Maxent.html 10/28/2019 Event Code: 04EN1000-2020-E-00161 New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could require modifications of these lists. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of the species lists should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each county list with the day of the most recent update/change) at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list or by going to the AFO website. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a Biological Evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website at https://www.fws.gov/asheville/htmis/project review/assessment guidance.html. If a Federal agency (or their non-federal representative) determines, based on the Biological Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http:// www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF. Though the bald eagle is no longer protected under the Endangered Species Act, please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see https://www.fws.gov/southeast/our-services/permits/eagles/). Wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds (including bald and golden eagles) and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www. fws. gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; 10/28/2019 Event Code: 04EN1000-2020-E-00161 3 http://www.towerkill.com; andhttp://www.fws.gov/migratoI3birds/CurrentBirdlssues/Hazards/ towers/comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): • Official Species List • Migratory Birds • Wetlands 10/28/2019 Event Code: 04EN1000-2020-E-00161 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 (828) 258-3939 10/28/2019 Event Code: 04EN1000-2020-E-00161 2 Project Summary Consultation Code: 04EN1000-2020-SLI-0062 Event Code: 04EN1000-2020-E-00161 Project Name: Sawyer Creek Stream Stabilization Project Type: LAND - RESTORATION / ENHANCEMENT Project Description: Located in Zionville, NC, this project involves the restoration of 111 linear feet of sawyer creek. The project will occur before the end of the year 2019. Project Location: Approximate location of the project can be viewed in Google Maps: https: www.google.com/maps/place/36.299398313771434N81.75040501802445W F 4( 04F--,A- V`'ilhu7l Rd C B�syyr r - - v - - C�ickaq ai Counties: Watauga, NC 10/28/2019 Event Code: 04EN1000-2020-E-00161 3 Endangered Species Act Species There is a total of 9 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME STATUS Carolina Northern Flying Squirrel Glaucomys sabrinus coloratus Endangered No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/2657 Gray Bat Myotis grisescens Endangered No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/6329 Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/9045 Virginia Big -eared Bat Corynorhinus (=Plecotus) townsendii virginianus Endangered There is final critical habitat for this species. Your location is outside the critical habitat. Species profile: https:Hecos.fws.gov/ecp/species/8369 Arachnids NAME STATUS Spruce -fir Moss Spider Microhexura montivaga Endangered There is final critical habitat for this species. Your location is outside the critical habitat. Species profile: https:Hecos.fws.gov/ecp/species/4801 10/28/2019 Event Code: 04EN1000-2020-E-00161 4 Flowering Plants NAME STATUS Blue Ridge Goldenrod Solidago spithamaea Threatened No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/5821 Heller's Blazingstar Liatris helleri Threatened No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/5962 Roan Mountain Bluet Hedyotis purpurea var. montana Endangered No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/1087 Spreading Averts Geum radiatum Endangered No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/6854 Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFF ICE'S JURISDICTION. 10/28/2019 Event Code: 04EN1000-2020-E-00161 Migratory Birds Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle Protection Actz. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. 3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON Golden -winged Warbler Vermivora chrysoptera Breeds May 1 to Jul 20 This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https:Hecos.fws.gov/ecp/species/8745 Wood Thrush Hylocichla mustelina Breeds May 10 to Aug This is a Bird of Conservation Concern (BCC) throughout its range in the 31 continental USA and Alaska. 10/28/2019 Event Code: 04EN1000-2020-E-00161 NAME BREEDING SEASON Yellow -bellied Sapsucker sphyrapicus varies Breeds May 10 to Jul This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation 15 Regions (BCRs) in the continental USA https:Hecos.fws.gov/ecp/species/8792 Probability Of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence (■) Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. Breeding Season( ) Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort (1) 10/28/2019 Event Code: 04EN1000-2020-E-00161 3 Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. ■ probability of presence breeding season survey effort — no data SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Golden -winged — Warbler — BCC Rangewide (COI) BCC Wood Thrush de (CON) — — — — -- -- - - - --IIII IIII ff -- -- - - ---- - - - - - - - - - Yellow -bellied Sapsucker Sapsucker BCC -BCR Additional information can be found using the following links: • Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/ birds-of-conservation-concern.php • Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/ management/project-assessment-tools-and-guidance/ conservation-measures.DhD • Nationwide conservation measures for birds http://www.fws.gov/migrator3Lbirds/pdf/ management/nationwidestandardconservationmeasures. pdf Migratory Birds FAQ Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very 10/28/2019 Event Code: 04EN1000-2020-E-00161 4 helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures and/or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the migratory birds potentially occurring in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCQ and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the AKN Phenology Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets . Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? 10/28/2019 Event Code: 04EN1000-2020-E-00161 5 Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. 'BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. 'BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Lorin. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In 10/28/2019 Event Code: 04EN1000-2020-E-00161 6 contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. 10/28/2019 Event Code: 04EN1000-2020-E-00161 Wetlands Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. FRESHWATER FORESTED/SHRUB WETLAND • PSS1A