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Home My WebLink About20210593 Ver 1_BR-0032 Madison November 4 2021 Modified Plans_20211104 M STxiTEa O STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER J.ERIC BOYETTE GOVERNOR SECRETARY November 4, 2021 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville,NC 28801-5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator Subject: Application for Section 404 Regional General Permit 50, and 401 Water Quality Certification Replacement of Bridge No. 84 on NC 209 over Meadow Fork in Madison County, North Carolina, Division 13, TIP No. BR-0032. Debit $240 from WBS Element No. 67032.1.1 Dear Ms. Beckwith: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 84 on NC 209 over Meadow Fork in Madison County with a 70' single span, cored slab bridge. Due to the absence of a viable off-site detour (13 miles long), traffic will be maintained onsite using staged construction. This action will result in 0.01 ac of temporary construction impacts to streams from dewatering. There are no permanent impacts to streams associated with this project; therefore, no mitigation will be requested. Please see enclosed copies of the Pre-Construction Notification (PCN), Stormwater Management Plan, and Permit Drawings. A Categorical Exclusion (CE) was completed in August 2019 and is included in the ePCN. This project calls for a letting date of February 15, 2022, and a review date of December 28, 2021. Mailing Address: Telephone:(919)707-6000 Location: NC DEPARTMENT OF TRANSPORTATION 1000 BIRCH RIDGE DRIVE ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGHNC 27610 1598 MAIL SERVICE CENTER Website:www.ncdot.gov RALEIGH NC 27699-1598 A copy of this permit application and its distribution list will be posted on the NCDOT Website at: hM2s://xfer.services.ncdot.goy/pdea/PermApps/. If you have any questions or need additional information,please contact Jeff Hemphill at(919) 219-8581. Sincerely, Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit Head ec: NCDOT Permit Application Standard Distribution List DWR Olrlslon of Water Resources Pre-Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) June 1,2021 Ver4.1 Please note:fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Also,if at any point you wish to print a copy of the E-PCN,all you need to do is right-click on the document and you can print a copy of the form. Below is a link to the online help file. https://edocs.deq.nc.gov[WaterResources/0/edoc/624704/PCN%20Help%20File%202015-1-30.pdf A. Processing Information County(or Counties)where the project is located:" Madison Is this a NCDMS Project* r Yes r No nick Yes,only if NCIXvB is the applicant a co-applicant. Is this project a public transportation project?* r Yes r No This is any publicly funded by rrunicipaistate or federal funds road,rail,airport transportation project. Is this a NCDOT Project?* r Yes r No (NCDOT only)T.I.P.or state project number: BR-0032 WBS#* 67032.1.1 (fa NCDOTwe only) 1a.Type(s)of approval sought from the Corps:* W Section 404 Permit(wetlands,streams and waters,Clean Water Act) r Section 10 Permit(navigable waters,tidal waters,Rivers and Harbors Act) Has this PCN previously been submitted?* r Yes r No 1b.What type(s)of permit(s)do you wish to seek authorization?* r Nationwide Permit(NWP) W Regional General Permit(RGP) r Standard(IP) 1c.Has the NWP or GP number been verified by the Corps?* r Yes r No Regional General Permit(RGP)Number: 201902350-Work associated with bridge construction,widening,replacement,and interchanges RGP Numbers(for multiple RGPS): List all IEPrunbers you are applying for not on the drop dovn list. 1d.Type(s)of approval sought from the DWR:* check all that apply R 401 Water Quality Certification-Regular r 401 Water Quality Certification-E)press r Non-404 Jurisdictional General Permit r Riparian Buffer Authorization r Individual 401 Water Quality Certification Pre-Filing Meeting Information Before submitting this form please ensure you have submitted the Pre-Filing Meeting Request Form as we will not be able to accept your application without this important first step.The Pre-Filing Meeting Request Form is used in accordance with 40 C.F.R.Section 121.4(a)"At least 30 days prior to submitting a certification request,the project proponent shall request a pre-filing meeting with the certifying agency"and in accordance with 40 C.F.R.Section 121.5(b)(7),and(c)(5)all certification requests shall include documentation that a pre-filing meeting request was submitted to the certifying authority at least 30 days prior to submitting the certification request.Click here to read more information on when this form is needed prior to application submission or here to view the form. Is this a courtesy copy notification?* r Yes r No ID# Version 20210593 1 Pre-fling Meeting or Request Date* 3/20/2021 Attach documentation of Pre-Filing Meeting Request here:* Click the upload button a drag and drop files here to attach docunent BR-0032 2021-03-20 Pre Filing Meeting Documents.pdf 140.8KB File type mist be FLF 1e.Is this notification sole lyfor the record because written approval is not required? * For the record only for DWR 401 Certification: f Yes r No For the record onlyfor Corps Permit: f" Yes r No 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? If so,attach the acceptance letter from nitigation bank or in-lieu fee program r Yes r No Acceptance Letter Attachment Click the upload button or drag and drop files here to attach document FILEiYFEM-STBEF9F 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?* r Yes r No You must submit a copy of the appropriate Wildlife Resource Commission Office. Link to trout information:http://www..saw.usace.army.mil/Missions/Regulatory-Permit-Progran✓Agency-Coordination/Trout.aspx B. Applicant Information 1a.Who is the Primary Contact?* NCDOT 1 c.Primary Contact Phone: 1b.Primary Contact Email:* (xxx)xxx-xxxx jhemphill@ncdot.gov (919)219-8581 1d.Who is applying for the permit?* r Owner fJ Applicant(other than owner) (Check all that apply) 1e.Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a.Name(s)on recorded deed:* N/A 2b.Deed book and page no.: 2c.Contact Person: (for Corporations) 2d.Address* Street Address N/A Address Line 2 'WA city Slate/Rovince/Ragion N/A WA Postal/Zip Code Country N/A WA 2e.Telephone Number:* (>=)>=-X>= (919)707-6123 2f.Fax Number: (xxx)xxx-xxxx 2g.Email Address:* pharris@ncdot.gov 3.Applicant Information(if different from owner) 3a.Name:* NCDOT 3b.Business Name: (if applicable) 3c.Address* Street Address 1598 Mail Service Center Address Line 2 city State/Rovince/Region Raleigh NC Postal/Zip Code Country 27699-1598 United States 3d.Telephone Number:* (919)707-6110 3e.Fax Number: (xxx)xxx-xxxx (xxx)xxx-xx�oc 3f.Email Address:* pharris@ncdot.gov C. Project Information and Prior Project History 1. Project Information 1a.Name of project:* BR-0032 Replacement of Bridge No.84 on NC 209 over Meadow Fork 1b.Subdivision name: (if appropriate) 1c.Nearest municipality/town: Fiot Springs 2. Project Identification l^J 2a.Property Identification Number: 2b.Property size: (tax RN or parcel ID) (in acres) 2c.Project Address Street Address Address Line 2 City State/Rovince/Region Postal/Zip Code Country 2d. Site coordinates in decimal degrees Please collect site coordinates in decimal degrees.Use between 4-6 digits(unless you are using a survey-grade GPS device)after the decimal place as appropriate,based on howthe location was determined. (For example,most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.) Latitude:* Longitude:* 35.83071 -82.86113 ex:34.208504 -77.796371 3.Surface Waters 3a.Name of the nearest body of water to proposed project:* Meadow Fork 3b.Water Resources Classification of nearest receiving water:* C;Tr;ORW Surface Water Lookup 3c. What river basin(s)is your project located in?* French Broad 3d.Please provide the 12-digit HUC in which the project is located.* 060101051202 River Basin Lookup 4. Project Description and History 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:* Bridge No.560084 is 41'steel deck with I-beams that was built in 1938 and reconstructed in 1987.Land use is primarily undeveloped forestland with scattered residential dwellings. 4b.Have Corps permits or DWR certifications been obtained for this project(including all prior phases)in the past?* Yes No Unknown Q.List fe totbl estimated acreage of all existing wetlands on the property: 0 4g.List the total estimated linear feet of all existing streams on the property: (intermittent and perennial) 100, 4h.Explain the purpose of the proposed project:* The purpose of the proposed project is to remove a structurally deficient bridge.Bridge No.560084 was built in 1938 and reconstructed in 1987.It is 41ft long,carries two lanes,and has a clear roadway with of 19.4 feet.NCDOT Structures Management Unit records indicate Bridge No.560084 currently has a sufficiency rating of 49.11 out of a possible 100 for a new structure.The bridge is considered structurally deficient due to a superstructure and substructure condition appraisal of 4 out of 9 according to Federal Highway Administration standards.The bridge also meets the criteria for functionally obsolete due to a deck geometry appraisal of 3 out of 9. 4i.Describe the overall project in detail,including indirect impacts and the type of equipment to be used:* Bridge No.560084 is 41'steel deck with I-beams that will be replaced with a two span(1 @30'21"&1 @70'24"),core slab bridge.The new bridge will be stage-constructed,and the existing bridge will be removed in phases.Traffic will be maintained onsite during the stage-construction.Standard road and bridge building equipment such as trucks,dozers, and cranes will be used. 5.Jurisdictional Determinations 5a.Have the wetlands or streams been delineated on the property or proposed impact areas? r Yes r No r Unknown Comments: 5b.If the Corps made a jurisdictional determination,what type of determination was made?* r Preliminary r Approved r Not Verified r Unknown r N/A Corps AID Number: Example:SAW-2017-99999 5c.If 5a is yes,who delineated the jurisdictional areas? Name(if known): Nathan Howell Agency/Consultant Company: Three Oaks Other: 6. Future Project Plans 6a.Is this a phased project?* r Yes r No 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 projector related activity?This includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre-construction notification. D. Proposed Impacts Inventory 1. Impacts Summary Ia.Where are the impacts associated with your project?(check all that apply): r Wetlands W Streams-tributaries F Buffers F Open Waters r Pond Construction 3.Stream Impacts If there are perennial or intermittent stream impacts(including temporary impacts)proposed on the site,then complete this question for all stream sites impacted. "S."will be used in the table below to represent the word"stream". F I 3a.Reason for impact*(?) 3b.lmpact type* 3c.Type of impact* 3d.S.name* �3e.Stream Type* I.Type of 3g.S.width* 3h.Impact (?) Jurisdiction* length* fl Temporary construction Temporary Other Meadow Fork Perennial Both 45 99 Average(feet) (linearfeet) **All Perennial or Intermittent streams must be verified by DWR or delegated local government. 3i.Total jurisdictional ditch impact in square feet: 0 3i.Total permanent stream impacts: 0 3i.Total temporary stream impacts: 99 31.Total stream and ditch impacts: 99 3j.Comments: The temporary construction impacts are for bridge demolition and construction due to the close proximity of the old structure and the waters edge. E. Impact Justification and Mitigation 1.Avoidance and Minimization la.Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:* The proposed bridge collects bridge runoff with one TB 2GI without deck drains and outlets on the left shoulder prior to where the bridge begins.Rip- rap pads will be utilized at each outlet to dissipate flow and minimize erosion.Rip-rap will be placed from the outlet to the embankment to the top of bank to avoid stream impacts.The proposed bridge maintains the existing level of service with a two span bridge.Existing vertical abutments are being retained below excavation to minimize stream impacts.Retaining walls were utilized to avoid and minimize impacts from fill slopes. tb.Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:* Best Management Practices will be adhered to. 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: There are no permanent impacts to streams NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website. F. Stormwater Management and Diffuse Flow Plan (required by DWR) Recent changes to the stormwater rules have required updates to this section.*** 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 For a list of options to meet the diffuse flow requirements,click here. If no,explain why: 2.Stormwater Management Plan 2a.Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? 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 1b.If you answered"yes"to the above,does the project require preparation of an environmental document pursuant to the requirements of the National or State(North Carolina) Environmental Policy Act(NEPA/SEPA)?* r Yes r No 1c.If you answered"yes"to the above,has the document review been finalized bythe State Clearing House?(If so,attach a copy of the NEPA or SEPAfinal approval letter.)* r Yes r No 2.Violations(DWR Requirement) 2a.Is the site in violation of DWR Water Quality Certification Rules(15A NCAC 21-1.0500),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(based on past and reasonably anticipated future impacts)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. Due to the minimal transportation impact resulting from this bridge replacement,this project will neither influence nearby land uses nor stimulate growth.Therefore,a detailed indirect or cumulative effects study will not be necessary. 4.Sewage Disposal(DWR Requirement) 4a.Is sewage disposal required by DWR for this project?* r- Yes r Nor 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 r Unknown What Federal Agency is involved? Federal Highway Administration 5e.Is this a DOT project located within Division's 1-8? r Yes r No 5f.Will you cut anytrees 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 5g(1).If yes,have you inspected the bridge for signs of bat use such as staining,guano,bats,etc.?Representative photos of signs of bat use can be found in the NLEB SLOPES, Appendix F,pages 3-7. r Yes r- No Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-3617-signed_NLEBSLOPES&apps.pdf If you answered"Yes"to 5g(1),did you discover any signs of bat use?* r- Yes r No r Unknown —If yes,please show the location of the bridge on the permit drawings/project plans. 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?* IPAC(9/28/2021)lists two bat species for the project area.A bat memo issued September 8,2021 state no suitable for roosting was observed on the bridge and no evidence(bats,staining,and guano)of bats was observed.No mines or caves were detected in the project area.Bridge No.84 is approAmately 18 miles to the nearest red HUC.On June 5,2021,W5 biologists assessed bridge No.84 for potential gray bat habitat.No crevices suitable for roosting were present.No evidence of bats(bats,staining,or guano)was observed.Bridge No.84 was previously surveyed in 2018 by NCDOT biologists..One abandoned structure is located in the project footprint.This structure had a collapsed roof and is well ventilated offering few roosting opportunities for bats.Based on the bridge type,and the lack of caves or mines in the project vicinity,the proposed project will have a biological conclusion of No Effect for gray bats,and 4(d)compliance for NLEB.The USFWS replied via email on 10/12/2021 indicating,"We do not have any concerns with your 4(d)conclusion." 6. Essential Fish Habitat(Corps Requirement) 6a.Will this project occur in or near an area designated as an Essential Fish Habitat?* (- Yes r No 6b.What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* Review of on-line mapping sources 7. Historic or Prehistoric Cultural Resources(Corps Requirement) Link to the State Historic Preservation Office Historic Properties Map(does not include archaeological data: http://gis.ncdcr.gov/hpoweb/ 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(e.g.,National Historic Trust designation or properties significant in North Carolina history and archaeology)? r Yes r No 7b.What data sources did you use to determine whether your site would impact historic or archeological resources?* CE,State Historical Preservation Office Memo,Archaeology Memo and Tribal Coordination. 8. Flood Zone Designation(Corps Requirement) Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search 8a.Will this project occur in a FEMA-designated 100-yearfloodplain?* r Yes r No 8b.If yes,explain how project meets FEMArequirements: This project involves construction activities on or adjacent to FEMA-regulated stream(s). Therefore,the Division shall submit sealed as-built construction plans to the Hydraulics Unit upon completion of project construction,certifying that the drainage structure(s)and roadway embankment that are located within the 100-year floodplain were built as shown in the construction plans,both horizontally and vertically. The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program(FMP),to determine status of project with regard to applicability of NCDOT'S Memorandum of Agreement,or approval of a Conditional Letter of Map Revision(CLOMR)and subsequent final Letter of Map Revision(LOMR). 8c.What source(s)did you use to make the floodplain determination?* FEMA Flood Maps Miscellaneous Comments ApproAmately 0.06 acre of trees will be cut for this project.Percussive activities may be involved in bridge demolition and construction. The North Carolina Wildlife Resources Commission(NCWRC)identifies Meadow Fork as hatchery supported trout waters. Therefore,an in-stream moratorium from October 15 to April 15 Design Standards for Sensitive Watersheds will implemented for this project. Please use the space below to attach all required documentation or any additional information you feel is helpful for application review.Documents should be combined into one file when possible,with a Cover Letter,Table of Contents,and a Cover Sheet for each Section preferred. dick the upload button or drag and drop files here to attach docurrent BR-0032 Final Permit Drawings.pdf 3.32MB BR-0032 2019-08-26 CE.pdf 2.6MB BR-0032 Madison 84_NoArchSurveyReq.pdf 10.37MB BR-0032 Madison 84_NoHistPropPres.pdf 1.41MB BR-0032 Madison 84_CIAReport.pdf 3.51MB BR-0032_Tribal_Coordination_Letter_Catawba_12-04-2019.pdf 2.73MB BR-0032_Tribal_Coordination_Letter_Muscogee_12-04-2019.pdf 2.73MB BR-0032_Tribal_Coordination_Letter_United_KeetOOwah_BCI_12-04-2019.pdf 2.78MB BR-0032_Tribal_Coordination_Letter_Cherokee_Nation_12-04-2019.pdf 2.73MB Tribal Response_Cherokee Nation_01-14-20_NCDOT CDR BR-0032 Bridge 84 Replacement.pdf 215.78KB Tribal Response Catawba.pdf 663.51 KB BR-0032 Madison County NLEB,MYGR.doc.pdf 230.68KB BR-0032 Perrmit Application Cover Letter.pdf 298KB Re rust be PCF or PM Signature ®By checking the box and signing below,I certify that: • The project proponent hereby certifies that all information contained herein is true,accurate,and complete to the best of my knowledge and belief;and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • 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:* Michael Anthony Turchy Signature* � " T Date 10/12/2021 Pre-Filing Meeting Review Completed for BR-0032 - 20210593 Ver 1 laserfiche@ncdenr.gov <laserfiche@ncdenr.gov> Tue 4/20/2021 12:00 AM To: Turchy,Michael A<maturchy@ncdot.gov> Cc: Mitchell,Robert K<kevin.mitchell@ncdenr.gov> The North Carolina Division of Water Resources has received the Pre-Filing Meeting Request Form for BR-0032 that you submitted on 3/20/2021 9:36 PM.The ID number for that project is 20210593, Version 1. It has been decided that no meeting is needed for this project. Review Comments (If provided): No meeting required. Project file link: https://edocs.deq.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=1684563 When you submit your application please upload a copy of the attached document in this email. This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as responses are not monitored. Pre-Filing Meeting Request Submittal for BR-0032 laserfiche@ncdenr.gov <laserfiche@ncdenr.gov> Sat 3/20/2021 9:36 PM To: Turchy,Michael A<maturchy@ncdot.gov> 1 attachments(50 KB) DWR Pre-Filing Meeting Request Form.pdf, The North Carolina Division of Water Resources has received the Pre-Filing Meeting Request Form for BR-0032 that you submitted on 3/20/2021. Attached is a copy of your initial request. This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as responses aren't monitored. LIUIR Pre-Filing Meeting Request Form oil Contact Name* Michael Turchy Contact Email Address* maturchy@ncdot.gov Project Owner* NCDOT Project Name* BR-0032 Project County* Madison Owner Address:* Street Address 1598 Mail Service Center Address Line 2 City State/Frovince/Region Raleigh NC Fbstal/Zip Code Country 27699 us Is this a transportation project?* r Yes r No Type(s) of approval sought from the DWR: 141 401 Water Quality Certification- 1— 401 Water Quality Certification- Regular Express I— Individual Permit I— Modification I— Shoreline Stabilization Does this project have an existing project ID#?* (' Yes (-- No Do you know the name of the staff member you would like to request a meeting with? no meeting requested Please give a brief project description below.* Replacement of Bridge 84 on NC 209 over Meadow Fork. Please give a couple of dates you are available for a meeting. Please attach the documentation you would like to have the meeting about. pdt only By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty-day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty-day clock has expired,and you can submit an application. Signature* m,A(T" Submittal Date 3/20/2021 k]l¢ Ilv�'ily North Carolina Department of Transportation4� Highway Stormwater Program yr . STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 67032.1.1 TIP No.: BR-0032 County(ies): Madison Page 1 of 2 General Project Information WBS Element: 67032.1.1 ITIP Number: BR-0032 Project Type: Bridge Re lacement Date: 7/20/2021 NCDOT Contact: David Stuffs,P.E. Contractor/Desi ner: Jason Patskoski,P.E.,PhD Address: Structures Management Unit Address: Summit Design and Engineering Services 1000 Birch Ridge Drive 100 East Six Forks Road,Suite 300 Raleigh,NC 27610 Raleigh,NC 27609 Phone: 919 707-6442 Phone: 919 322-0115 Email:gstufts@ncdot.gov Email: 'ason. atskoski summitde.net City/Town: Spring Creek Coun (ies: Madison River Basin(s): French Broad ICAMA County? I No Wetlands within Project Limits? No Project Description INEEK Project Length(lin.miles or feet): 0.13 surrounding Land Use: Rural Area with Wooded,Agricultural,and Residential Land Uses Proposed Project Existing Site him Project Built-Upon Area ac. 0.5 ac. 0.4 ac. Typical Cross Section Description: 2 lane road with 10'travel lanes and 3'paved shoulders.The total bridge length is 100' 2 lane road with 9'travel lane.The total bridge length is 41'and width is 19'-5". with an out to out width of 36'. Annual Avg Daily Traffic(veh/hr/day): Design/Future: 600 Year:2040 Existing: 330 Year: 2013 General Project Narrative: State Project involves the replacement of NCDOT Bridge 560084 over Meadow Fork Creek on NC 209 in Madison County.The existing structure is a 41 feet long,1 span (Description of Minimization of Water (1@41')steel deck with I beams.The proposed structure will be a two span 1@30'21"cored slab and 1@70'24"cored slab with vertical abutments(2.5'caps)with an out to out Quality Impacts) deck width of 36 feet.The existing bridge has deck drains.The proposed bridge collects bridge runoff with one TB 2GI without deck drains and outlets on the left shoulder prior to where the bridge begins.Rip-rap pads will be utilized at each outlet to dissapate flow and minimize erosion.Rip-rap will be placed from the outlet to the embankment to the top of bank to avoid stream impacts.The proposed bridge maintains the existing level of service with two span bridge.Existing concrete footings will be retained and tied to the bank stabilization. Waterbody Information Surface Water Body 1): Spring Creek NCDWR Stream Index No.: 6-118-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: (ORW) Trout Waters Jr) Other Stream Classification: Waters Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Spring Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the L. (If yes,provide justification in the General Project Narrative) General Project Narrative) i figilv"ay North Carolina Department of Transportation S.tvn i nvate Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 67032.1.1 TIP No.: BR-0032 County(ies): Madison Page 2 of 2 Additional Waterbody Information Surface Water Body(2): Meadow Fork NCDWR Stream Index No.: 6-118-19 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: (ORW) Trout Waters Jr) Other Stream Classification: Waters Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Meadow Fork Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? iYes I Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? IN2 (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) I General Project Narrative) See Sheet 1 A For Index of Sheets STATE O F NORTH C A R O L I N G 9TAT6 "ATE PRD,BCI REFERENCE NO. N o m See Sheet tB For Conventional Symbols ° See Sheet IC-t For Survey Control Sheet B R-0 0 3 2 DIVISION OF HIGHWAYS 8TAT6 PROl.N0. P.A PRD,.NO BBBCRIPIfDN 67032.1.1 PE g : 67032.2.1 ROW & UTILITIES N70 09 MADISON COUNTY I PROJECT t� ITE LOCATION: BRIDGE NO. 84 ON NC 209 75% REV. PLANS M e9 OVER MEADOW FORK CREEK TYPE OF WORK: GRADING,DRAINAGE,PAVING,RETAINING WALL AND STRUCTURE. 000 yo�� 09 4o WETLAND AND SURFACE WATER IMPACTS PERMIT O PERMIT DRAWING VICINITY MAP SHEET 1 OF 6 RETAINING H 5� oa/ / TO SPRING CREEK WALL \ / COMMUNITY A COMMUNITY R'N��`� 1 / END PROJECT G CREEK sr_� —L— STA. 16+75.00 HC 209 \S`� �s ��S�/�srs\-,.,�sr� - BEGIN BRIDGE -L- STA. 13+00.09 \ BEGIN PROJECT -L- STA. 9+75.00 ti o -- 0-��1�� s�/j7�i�QO END BRIDGE -L- STA. 14+00.24 TO HICKMAN COVE THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. O UNIENT NOT CONSIDERED FINAL *DESIGN SPEED EXCEPTION REQUIRED. UNLESS ALL SIGNATURES COMPLETED • • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. Prepored In the Office of: HYDRAULICS ENGINEER V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 504 Meadmiand Drive surf i Hillsborough.NC 27278-8551 883 ADT 2020 = 460 v d Fax:(191932-67 6 P Fax:(819)732-6776 50 25 0 50 100 DESIGN AND ENGINEERING SERVICES —summit—gineer.00m ADT 2040 = 600 vpd LENGTH ROADWAY PROJECT = 0.114 MILES FIRM NO.P-0339 PLANS D = 60 % 2018 STANDARD SPECIFICATIONS K = 10 /o o �8 LENGTH STRUCTURES PROJECT = 0.019 MILES SIGNATURE: Pam. s —� 50 25 0 50 100 T = 13 % RIGHT OF WAY DATE: JAMES A. SPEER, PE s V = 25 MPH AUGUST 27,2019 PROJECT ENGINEER ROADWAY DESIGN �A M� PROFILE (HORIZONTAL) * TTST =1% DUAL 12% TOTAL LENGTH PROJECT — 0.133 MILES ENGINEER \N? FUNC CLASS LETTING DATE: JEFFREY P.MUHLBAUER, PE OF rRa��e � O 10 5 0 10 20 RURAL COLLECTOR NCDOT CONTACT. DAVID STUTTS, PE FEBRUARY 15,2022 PROJECT DESIGN ENGINEER �oo SUB REGIONAL TIER PROJECT MANAGER ova PROFILE (VERTICAL) SIGNATURE, PE N 07L �, • r AROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLEII DO NOT USE FOR R/W ACIOUISITION r. 12,84 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RIB 7-1— TOE PROTECTION GROUND DETAIL 4-4 RIP RAP AT EMBANRMENT FALSE S �,► , 1 .. I� v — 11 1�Y .'. DETAILCHANNEL STABILIZATION PiP.ou"I TOP OF BANK Outside Ditch 2.0' / . :� GEOTEXTILE 63 7 C 1� d 2.'L . 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■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEERE■RRRRERRRE■RRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ■ERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE■EEEEEEEEE■EEEEEEEEE■EEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEEE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1 • 1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEERE■RRRRERRRE■RRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE 1 ■ERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE■EEEEEEEEE■EEEEEEEEE■EEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEEE ■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEERE■RRRRERRRE■RRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ■ERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE■EEEEEEEEE■EEEEEEEEE■EEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEEE ■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEERE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■EEEE■EEE■■EEE■EEEE■■EERERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE■EEEEEEEEE■EEEEEEEEE■EEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEEE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEERE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE■RRRRERRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE■EEEEEEEEE■EEEEEEEEE■EEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEEEEE ■EEEEEEEEE■EEEEEEEEE■EEEEEEEEE■EEEEEEE■■■■■■■■E■E■■E■EE■E■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■E■E■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEERE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEERE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERREEE■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEERREOERE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRRERRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE/•y"r.lr,.7-:I./.7y■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE■Rr77:nn■r P7....■■■■■■E■E■R■■■■AR■■oUAE■qR■■■E■■■■■■■■■E■E■E■R■■■E■E■E■R■■■■■■■■■RRRE E■■■■■■■■El0000u0000■tRR■■NERM, ■EE■■■■■■■E■■■■R moon E■■■■R mom Eoo■oou000■■El000■numu-.ulu��m■■■■■.E■■■EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE •11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E'•f'R/LJE.•(1d16'•■EEE■■EEEE■EEE■■EE"/IF4EIG11."L'.IIII I■EE■■EEEE■EEE■■EEEE■EEE■■EEr11■EEeS\■r7\•►.EE■■EEEE■EEE■■EEE■EEEE■■EEE■EEEE■1.9.■❑■11'1�'G/,1I'I■■EEEE■■EEE■E1.S■'■pgnG�l':.1■EEE■oou0000u00000tTl.EFirll■1•iYJ�InS❑■■■■■■■■■■■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ •11. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r..Ef.ir'.II1}7.`iln;.17EEEE■EEE■■EE■M■EErA■r■Y�r,AEE■■EEEE■EEE■■EEEE■EEE■■E■dli�■'/�uM:n/...I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■rY■■■rr■YF Y r.■■■■■■■■■■■■■JY■■■LLJmc' Li.:■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■L�■■CL■cirri■iris■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ EEEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEEEEEE ERRL'7RR�L[iL:-ra'�•1'_'iI11RRRRERRRE ERR'711ERR'/:/.�-E:11rRRE ERRRRERRRE ERRRRERRRE ERRr11ERRrl1!rtf'•.`foo no■oo■ooroo■ooroo■y:rrraErn:/.'I■%::irEoo■oorEl•ro9EI1�i.rJ:'.7 EEEEEEEEEE EEEEEEEEEE EEEEEEE�EE r7f�7EllEl1^'t17.7EEE EEEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEEEEEE MIN EREEE■■■■■■■r7PtE■■tT77e^7RRE a■RRRERRRE ER4LR■■EL:4M■Y..I.I■■■■■■■■■■■■■E ERRRRERRREEo'�/gLyR'�.;://t./.oRRE ERRRRERRRE ERRRERRRRE ERRRERRRRE.Li■■■YL:.6;616SJ■■■■■RE ERRRER_L'7Er■I[-'YC'L`.00■■RERRRRE ERRRERRRRE ERRRER/EREI.7�h.1ELiE%!Jir!•2•.EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEP�T.S11■r1 ►7T,7-,■E■'•I.:�%ELY�•r,lr•P/�ERRE EIIRRRERRRE EEE•,'/■Fa■yr1'I.�r7RRRRE ERRRRERRRE ERRRRERRRE ERR7r■RRRM:T.7■EERRRE ERRRRERRRE ERRRERRR■■■■■■■■■■■E.I,/IrRaR/I+.'•I■■■■■■■■■E ERRRER7Ti17E'1■n 'i7RRRE ERRRERRRRE ERRRERRRRE ERRREI.■RREEEEEEEEEEREEEEEEEEEEEEEEEEEEEEEEEE■E■EE■E■E■E■EE■■■■EEEEEEEE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I�.1 NIc7I'i■Id.I1,1/.4 e'I■■EEO■■■E■■EE■■■EEE■■L'EEE■EEE■■EEr11.r■EEri:1�EEE■r7■E■■EEEE■EEE■■EEEE■EEE■■E■'I'/■[yE'II./r■EE■EEE■■EEEE■EEE■■EEE■EEEE■■EEE■EEEE■L1�■E■■Kau■■EEE■EEEE■■EEE■EIIL•■■■EfL��■EEE■■EEE■EEEE■■EEE■EEEE■■EEEI.rEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.w.... ..r.r�-.-�o`■EEE■E■■E■■EEEE■EEE■■E\EE■EEE■■EE'.IE[7Eliil■EEEE■EeE■■EEEE■EEE■■EEEE■EEE■■EEA■■■Er77■EEE■EEE■■EEEE■EEE■■EEE■EEEE■■E■■■E■■■EI:■■3■Y.%1E■■EEE■EEEE■■EEE■E/.■�■E/n1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I.1■■■■■■■■■■■■■■11■■■■■■■■■mom ■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■ EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE�'aG■E1111EL'L7L.lffplE\\EEEOERE ERRRRERRRE ERLIRRERRREEOFRRCrr grpEEERlRE ERRRRERRRE ERRRRERRRE ERR,IRLJ■IA.1■■■RERRRE ERRRRERRRE ERRRERRRRE ERRRERRRREr■\RELil11r■OREE■E■RE ERRRER{LE■E■CCJ■■■■■■■■■■■E■E■EE■■■■E■E■E■■tl■E■■E■■■■■■■■■■■■■■■■■■■■■EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEdE■rrr YrErrrYrlEEr�EEERERE ERRRRERRRE ERa■RERRRE EEE'/l'9EJC.'111..7i/EEEEE ERRRRERRRE ERRRRERRRE ERRrr7REEr 17■�r■■RRE ERRRRERRRE ERRRERRRRE ERRRERRRREI/L1RElEJ:�T7RERRR■■■■■■■RIUL•l■qR:l".t'T,1:7E ERRRERRRRE ERRRERRRRE EI.IRERRRREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE VEEERE ERRRRERRRE ERRI\RERRREEoIeYERRRE a■raEERRRr eEEER■■RRE ERRRR■■RRE ERR/A7R�Rr 4•lll!/:IIRRRE ERRRRERRRE ERRRER■■■E■■■■■■■■■E drRERa3�r urrRERRRRE ERRRER�CJE■REJ:IL1:if1E ERRRERRRRE mom -a■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\\■■■■■■■■■■■■■■■■■a'........LEE■EEE■■EEEE■EEE■■■rEr■EEE■■EEEE■E■■■■■■■E■.EEr■■ErE■EEE■■EEEE■EEE■.r!L'J■rCl■!!1\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■tI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ................. ...............EEE,1■EEE■■EEEE■EEE■■EEEE■EEE■■EEEEE■EE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEEIIlFI5E.11fiL\1FIY-!►_F.IS\r11117■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■t.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE■■■■■■■■■■■■■■■■■■■■■■■■■.0....■■■■RRRE ERRRLIERRRE ERRRRERRRE ERRRRERRRE E■■■■■[R■■■■■■■■■RRE ERRRRERRRE ERRRRERRRE ERR■■■■■E■9I4m_'AJ■iIRL04,3JR.i1:1RRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ......................... RERRRRE ERRRERRRRE ERRRERRtI■ERRRERRRREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE\\ERRRRERRRE ERRRa■R■RE ERRRRERRRE ERRRRERRRE ERRRRERGRE ERRRRERRF33 inRelR7rl'11Er:f37�IiR7GT.7��r■EEEEEEEE Er71GR'f.El'3:7:19JE1'!-k1EEr■EREE■EEr■ErEEEEEEEE■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■E/EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE■EEEEEEEEEEEEEEEE■E■E■ EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEER■�RRRRERRRE ERRRRI\RRRE ERRRRERRRE ERRRRERRRE ERRRREROEERRRRERR■Mr■Mr�Ei11MR■■rr■M■rrRE\RRRRERRRE ECYINEERAME,a50JU W-121311lJliSl3i'IIIJLLL iLEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEEIEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE ■■■■■■■■■■■■■■■■■■■■■■■E■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■1:■EE■EEE■■EEEEL'EEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EE■■■EEEE■EE:7L•3■LJ3•J,■II�EL.MI, wLP/3J■■aE■■E■EEE■■1:1:1 iilElf'lul■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■EEEE■■EEE■■■■■■■■■■■■■■■■■EEO'IEEE■■EEE■EEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■Er\E■EEE■■EEEEE,IEE■■EEEE■EEE■■EEEE■EEE■■EEEE■EEE■G■EEE■EEE■■EEEE■EEE■■EEEE■EEE■■\EEE■EEE■■I:IIi E■E;f.7.!11GIEEE■EEEE■■EEE■■EI.1!'E NNIEn.lrl:-LI.UE..E■■EEE■OOu0000O■■■7■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■EEEE■EEE■■■■■■■■■■■■■■■■■■■■■ EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEERE EEEr.EEEEE■�f■itiLWlE■EEEEEE■nEEn■E■EEEEEE■EE■E■EEEEEE■nEEE■E■EEEEEE■EEE■E■EEEEEE■nEEE■E■EEEEEE■EEE■E■EEEEEE■nEEE■E■EEEEEE■EEE■E■EEEEEE■nEEn■E■EEEEEE■EE■E■EEEnEE■nEEn■E■EEEEE■EE■E■EEEnEE■nEEE■E■EEEEE■EEE■E■EEEnEE■nEEE■E■EEEEE■EEE■E■EEEnEE■nEEE■E■EEEEE■EEE■E■EEEnEE■nEEn■E■EEEEE■EE■E■EEEnEE■nEE■E■EEEEE■EE■E■EEEnEE■nEE■E■EEEEE■EEEE■EEEnEE■nEE■E■EEEEE■ErE■EEEnEE■nE■EEEEE■E E■EEEnEE■E■EEEEE■E■EEEnE■E■EEEE■E■EEEnE■E■EEEE■E■EEEnE■E■EEEE■E■EEEnE■E■EEEE■EE■EEEnE■E■■EEEE■E■■EEEnE■E■■EEEE■E■■EEEnE■E■■EEEE■E■■EEEnE■E■■EEEE■E■■EEEnE■E■■EEE■E■■EEEn■E■■EEE■E■■EEEE■E■■EEEE■E■■EEEE■E■■EEEE■E■■EEEE■E■■EEEE■E■■EEEE■E■■EEEEoR■ERRRRE■EEEEEu E■■EEER■ERRRoR■ERREoR■ERREoR■■RREd�■■EEEoR■ERRErR\ERRRooR\ERRRE■CEEEJu EE.CEaRRE\.oRRER..RREREaoRR■REON,R7E�E'ERE7■7/E■REo■RL■lC■'SEk■�■oL■0■/c EEwRRR-E�■R■R■RREEE' ■En■R■Ro■R■Rr■Er■R■R�■Rr■EE E■YE1E■r■ROR■RR■EE■RR■R_REREE■E■R■RER■R■E■R■RE■E■E■R■RER■R■E■,■RER■E EE\RR■RERER■I\■RERER■E■nERERnER■En■R■RnERERn■E EEE■RR■RR■R■■E1■RR■RR■RRRRREE■EEERR■RR■RREEEERRd■RRlRRlYRREE EEERRRRRRRREERRRRRRRRRRREEE EEERRRRRRnRRR.EEEzoRE4RRRRRrRR■E■EEERe\■RRRr■RR'1■R1pte1•/aIPf.•I■C.'T:■:LL■7FEnAE■RRO■■EE■RRC■I■R■O■■■■G"■E■RR■E■RRR■RR■RRR■RRRE■EE■EE■RR■RR■fI■■■■■■ ■R■ \ O ■■■■■■■■■ R ■■■R ■RR 1III�RER■EERRRE■EEERREEEEEEE■EEEEEE■EEEEEE■EEEEEE■EEEnEE■EEE EE■EEEnEE■EEE■EE■EEEE■ ■■■■■■■■■■■■■■■■n■■■o■■■■■■■■■■■■■n■■■o■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■E■■E■EE■E■E■■■■■■■\\■■■■■■■■■Y\■E■E■■■RRERRREERRR 7 R RRREERRERRREE ■■■■■■■■■■r RRRE■■RRE ■EE■EE ■.....I A .■■■■■■■■■■■■■■■■ E f.l lr'1'-!.N■■ EE ■.■ ■■■■ ■■■■E ■■■■■■■■■■■ ■■■,\E■■■■■■ - _C---_--�� R ■ ■ BRIDGE DATA ■■■■■■■a'■■■■■■■■■ n EE■ EEE ■ E■ ■ ■■ ■ E ■ RRERRREn■oo■ oO11 IERERR■EE MEN R ■ r .IREERRR ERREEEEEEEEEEE■EEEEEEEE■EEEE■EEEEE■■EEE■EEEEE■■EEE■EEEEE■■EEEEEEE■EEEEE■■EEEnEE■nE ME R RRCEuROEe.Eon■RRERRREERRrERRREERRRRERRREERRRRE\ ELI Law ' El.A;l-f?1,4Roo■ o LINEN■E■■E\EE■E■■■■■■■■ ■■■nE■E■E■■■■■■■■■ ■■■■■■■■ O-r- 7■Er'■Lar + --■ ■■■■■■■■■■■■■E/■L7■■Gr. ■RR En Enln R7RRR R .: ✓l■■■■■■■■E oAoE■■E■EUn ■■■■■■■n■o7■E■EnE■ n ■■■■ERn' o I I II ■EEEEEEnnEEE■EE■EEEEEEEEEEEEEEEEE EERRRREo oroRReEEEEEE MENNEMENOMRsEI6: L o R rI l r6OGLLEEE■rE■EE■E■R■ I ■E ■■ E ■ rE ■RR ■■■■■■E R n000■REERRRRERRo/ .:- • ERRRRr7r ■ERRRR RRRE rEAERRREERRRE ■�Yr. reE_7EarairR R E■■■■■■■■■■EEEEEEEEEEEEEEE RERRRRERRREERRRRE A : ' / - I I REEEEEEEEEEEE 000u000-r •.Eurrs■"ro ■neeeEo■MENNE■rE►■E■E■I IC'nrt7•Jr11■■EE■E■EE■■■EE■E■EE■■■■E■EE■E■■E■■E■E■E■■E■ER JE ■R l�� R ��r ER / •Eo oouvo oo■oo ■■■ ■EEE■■EEEEE■ ■ E �i��:n� � � � ii ■E■■n■■■■■■■■ ■■■■■■■■ ■E I'm EEE: 4E■ MEp E n n / //Rig i I n ■■E: :::::::1::7oE■E■o■rI■n■Eo■ ■o■o■■n■■eo■o■ _ 7r :\NrEmt.E G. ■E■■■■■■■■■■■■■■■ EERRRREERRE ■■EEER CFS ■■■■■■■■■■■■■■■■■■ �EEEEEEEEEEEEEEEEEEEEEEERE IROERRRIIFp.I/'7/:'J/'•IIr'.'/rEJ%LEES EEEEEEEEEr■EEEEEEEEE EEEEE■E■EFIC,7./■.l i.r. ______ `=Lio■■■■■■■■■EEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEI EEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEREHYDRAULICIRRRERRRL a�a�r++rro uu■ar,r<gRE ERRRRERRE/ERRor�eT.37T/faR�T.�1Y'1Y.:Ila_rr 'w`�� !'•7'r'4•:t:�:�RRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRERRRRE ERRRE■■■■■■■RI . 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SHEET NO. �+ BR 4 K C L B RIP JG T8 DESIGN HYDRAULIC ENGINEER ENGINEER SHEET NO. PERMIT DRAWING ROADWAY DESS SHEET 4 OF 6 2 TON -C-"_RIP RAP TB 7 OTEXTI LE 1 TON —sue 5 SY GEOTEXTILE ST EAMB STABILI T N _ FR . 1847.0 T W LL Sf EST TO N S CIL DOCUMENT NOT CONSIDERED FINAL P m �A O I • UNLESS ALL SIGNATURES COMPLETED 233 G E O T E PrePore in t o PM LICENSE No:7278 orrea oF: .��. SUI�IIT soa ueedowle„as o�i�a .....o....m HlllsE 9191]32-3883i2ie (9I9)i32-6676 IFA%I TB, TB- -TB T� cy o �-�2 i / c TYP y TBLl 5" R / c TB 2 RIDGE 56008CL ' G � —III ll 2G1 _ BO r c �5 = MICAH TAYLOR i S� S T AMBA IZA .�� 3 TON C L 1 RIP—RAP � � 7 SY GEOTEXTILE ' FR M EL. 18 860.5 TEMP SURFACE E I I RI P—RAP WATER IMPACTS � ,,- 2 S OTEXT L DENOTES TEMPORARY 2I 0' 25' � IMPACTS IN SURFACE WATER � SCALE:I"=25' ♦ _ � • . .. �i • . I ••`P , , ' �. IIIII • • 1 •� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NT NOT CONSIDERED FINAL � . �' •. %LL.SIGNATURES COMPLETED 732-66- IUI� I Nor, %gIII, IM �� I II III 'jig-�- . \I�'y��l 1 _ • a. �/ • yl all '®ells .• y � � (!.C' �_�•_■ 8r loll.: ap �► IF w I 14LOI1.i!,FA 21m.0 - 111" W,mum I I w ti' ti s � Y®� • u ��r.' �b�."� r r �lAt��riiiiC7~ IIIII (IIIII -� ° IIIII III IIIIIII � �■��■� I■■�1 f:�� j �� ;t�$�� 7�1 c �� ,i!s:•—� Illlllllllllll��ll�j .I � • EWA ♦ �'� �� Ilh � � ,�� =�� III � �JAC�Q�!�G H• �� -- ,i (�� III (IIIII IIIIIIII IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII � • �� .� • • BI • p �i �� i �i�� • � � • • ® ,�1�� ♦ � �I��III IIIII L�� • �� , WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 12+88 TO 14+14 LT&RT Bridge 0.01 99 TOTALS: 0.01 0 99 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 7/20/2021 MADISON COUNTY BR-0032 67032.1.1 Revised 2018 Feb SHEET 6 OF 6 �,Esinreoti vm� O 4 9 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER J.ERIC BOYETTE GOVERNOR SECRETARY September 8, 2021 TO: Jeff Hemphill,Environmental Senior Specialist Environmental Coordination&Permitting Group,EAU FROM: Melissa Miller,Environmental Program Consultant Biological Surveys Group,EAU SUBJECT: Section 7 survey results for the northern long-eared bat (Myotis septentrionalis), and gray bat (Myotis grisescens) associated with the replacement of Bridge No. 84 over Meadow Fork on NC 209 in Madison County,TIP No.BR-0032. The North Carolina Department of Transportation (NCDOT, Division 13) proposes to replace Bridge No. 84 over Meadow Fork on NC 209 in Madison County, TIP No. BR-0032. The existing bridge is a single span structure with steel beams, metal deck and guard rails, and concrete end walls. The overall length of the structure is 41 feet. Northern long-eared bat The project to replace Bridge No. 84 has been reviewed for effects on the northern long-eared bat (NLEB). As of May 4, 2015, NLEB is listed by the U.S. Fish and Wildlife Service (USFWS) as "Threatened" under the Endangered Species Act of 1973. As of September 8, 2021, NLEB is listed in IPaC (https://ecos.fws.gov/ipac� as occurring in Madison County. USFWS also established a final rule under the authority of section 4(d) of the Endangered Species Act that provides measures for the conservation of NLEB. The USFWS has tailored the final 4(d) rule to prohibit the take of NLEB from certain activities within areas where they are in decline. This incidental take protection applies only to known NLEB occupied maternity roost trees and known NLEB hibernacula. Effective February 16, 2016, incidental take resulting from tree removal is prohibited if it 1) occurs within a 1/4 mile radius of known NLEB hibernacula; or 2) cuts or destroys known occupied maternity roost trees or any other trees within a 150-foot radius from the known maternity tree during the pup season(June 1-July 31). Mailing Address: Telephone:(919)707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax:(919)250-4224 1000 BIRCH RIDGE DRIVE ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH,NC 27610 1598 MAIL SERVICE CENTER RALEIGH,NC 27699-1598 Website:www.ncdot.gov According to the North Carolina Natural Heritage Program (NHP) Biotics Database, most recently updated July 2021, the nearest NLEB hibernacula record is 30 miles east of the project and no known NLEB roost trees occur within 150 feet of the project area. NCDOT has also reviewed the USFWS Asheville Field office website (http://www.fws.gov/asheville/htmis/project_review/NLEB_in WNC.html) for consistency with NHP records. This project is located entirely outside of the red highlighted areas (12-digit HUC) that the USFWS Asheville Field Office has determined to be representative of an area that may require consultation. The closest 12 digit (060101060301) red HUC is approximately 18.5 miles away(Upper Cataloochee Creek). For the proposed action,NCDOT has committed to the conservation measures listed below: 1) No alterations of a known hibernacula entrance or interior environment if it impairs an essential behavioral pattern, including sheltering northern long-eared bats (January 1 through December 31); 2) No tree removal within a 0.25 mile radius of a known hibernacula (January 1 through December 31); and 3) No cutting or destroying a known, occupied maternity roost tree, or any other trees within a 150-foot radius from the known, occupied maternity tree during the period from June 1 through and including July 31. NCDOT has determined that the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule, codified at 50 C.F.R. § 17.40(o) and effective February 16, 2016. NCDOT may presume its determination is informed by best available information and consider Section 7 responsibilities fulfilled for NLEB. Gr!qy bat The project to replace Bridge No. 84 has also been reviewed for effects on the gray bat (MYGR). As of April 28, 1976, the gray bat was listed by the U.S. Fish and Wildlife Service (USFWS) as "Endangered" under the Endangered Species Act of 1973. As of September 8, 2021, MYGR is listed in IPaC (htlps://ecos.fws.gov/ipac/) as occurring in Madison County. According to the North Carolina Natural Heritage Program (NHP) Biotics Database, most recently updated in July 2021, MYGR have been documented in Madison County. USFWS, North Carolina Wildlife Resources Commission (WRC) and NHP data indicate that the closest known occurrence of MYGR is approximately 6 miles east of the project site. On June 5, 2021, NV5 biologists assessed bridge No. 84 for potential gray bat habitat. No crevices suitable for roosting were present. No evidence of bats (bats, staining, or guano) was observed. Bridge No. 84 was previously surveyed in 2018 by NCDOT biologists. No evidence of bats in any form (bats, guano, staining) was observed during that survey. No caves or mines are located within the project footprint or within line of sight of the bridge. One abandoned structure is located in the project footprint. This structure had a collapsed roof and is well ventilated offering few roosting opportunities for bats. Based on the bridge type, and the lack of caves or mines in the project vicinity, the proposed project will have a biological conclusion of No Effect for gray bats. If you need any additional information,please contact Melissa Miller at 919-707-6127. Project 1 racKtng/vo.: 17-12-0046 ooa NO ARCHAEOLOGICAL SURVEY REQUIRED FORM • This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ;' a 0r valid for Historic Architecture and Landscapes. You must consult separately with the Historic Architecture and Group. Landscapes �•••• p p• PROJECT INFORMATION Project No: BR-0032 County: Madison WBS No: 67032.3.1 Document: MCC F.A. No: Funding: ® State ❑ Federal Federal Permit Required? ® Yes ❑ No Permit Type: USACE Project Description: The project involves the replacement of Bridge# 84 over Meadow Fork on NC 209 in Madison County,North Carolina.The archaeological Area of Potential Effects(APE)measures .50 mile in length and 150 feet in width(75 feet from the NC 209 center-line). SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: Permitting and funding information was reviewed for determining the level of archaeological input required by state and federal laws. Based on the submitted "request for cultural resources review"form,the project is state- funded with federal permit interaction.As such,Section 106 of the National Historic Preservation Act will apply and the United States Army Corps of Engineers(USACE)will serve as the lead federal agency. Next,construction design and other data was examined(when applicable)to define the character and extent of potential impacts to the ground surfaces embracing the project locale. Once an APE was outlined,a map review and site file search was conducted at the Office of State Archaeology (OSA)on Wednesday,January, 24 2018. No previously documented archaeological sites are located in the APE or directly adjacent. Examination of National Register of Historic Places(NRHP),State Study Listed(SL), Locally Designated(LD), Determined Eligible(DE),and Surveyed Site(SS)properties employing resources available on the NCSHPO website is important in establishing the location of noteworthy historic occupations related to a perspective construction impact area.A cross-check of these mapped resources concluded that none of the above properties with potential contributing archaeological components are situated within or proximal to the APE. In addition, historic maps of Madison County were appraised to identify former structure locations,land use patterns,cemeteries,or other confirmation of historic occupation in the project vicinity.Archaeological/historical reference materials were inspected as well. In general,the cultural background review established that no previously recorded archaeological sites, NRHP properties,or cemeteries are located within the APE. Based on cultural-historical factors,the APE is considered to have a low potential for the documentation of archaeological resources. Further, topographic, geologic, flood boundary, and NRCS soil survey maps (CfF, TsD, ArF) were referenced to evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have resulted in past occupation at this location. Aerial and on-ground photographs (NCDOT Spatial Data Viewer) and the Google Street View map application (when amenable) were also examined/utilized for additional assessment of disturbances, both natural and human induced, which compromise the integrity of archaeological sites. Environmental/impact factors do not suggest a heightened potential for archaeological resource recovery. "No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 1 of 2 Project I racking No.: 17-12-0046 Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: The majority of the APE is characterized as heavily sloping at 15%to 95%. Historic or prehistoric settlement would be typically found at slope percentages below 15%.Therefore,the APE is unlikely to contain significant,intact,and preserved archaeological deposits eligible for NRHP inclusion.As currently proposed as a state-funded project with federal permit interaction,no further consultation is advocated.A finding of"no archaeological survey required"is considered appropriate. SUPPORT DOCUMENTATION See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence ❑ Photocopy of County Survey Notes Other: FINDING BY NCDOT ARCHAEOLOGIST NO ARCHAEOLOGY SURVEY REQUIRED NCDOT "No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 2 of 2 N u Project Study Area MADI SON i NTY 1 i l / r LUS�GTbpo Quad-Spring Creek 0 500 1,000 2,000 Feet BR-0032 t ,! M t f l 1 f (yam 1 .t l o - � PD - ourc�e,!Esn DigitalG obe GeoEye Earths�an4G`ogra� i� f } F �$ - ,� �11ery sr irbus L)b.iJ�SDA;uUSGS EX�Getmap)Ing��Aerogma, I`IGN 4GP, stopo andrthe-GIS lJ er Community f! r Portion of the Spring Creek topographic map showing the location and boundaries of the archaeological Area of Potential Effects (APE) in Madison County, North Carolina. r CfF—Cataska-Sylco-Rock outcrop complex,50 to 95 percent slopes,very stony Map Unit Setting • National map unit symbol.1t34t • Elevation:2,200 to 5,000 feet • Mean annual precipitation:40 to 50 inches • Mean annual air temperature:46 to 57 degrees F • Frost free period:124 to 176 days • Farmland classification:Not prime farmland Map Unit Composition • Cataska, very stony,and similar soils:40 percent • Sylco,very stony,and similar soils:30 percent • Rock outcrop:20 percent • Estimates are based on observations,descriptions,and transects of the mopunit. Description of Cataska,Very Stony Setting • Landform:Mountain slopes • Down-slope shape:Convex • Across-slope shape:Convex • Parent material:Affected by soil creep in the upper solum over residuum weathered from phyllite and/or slate and/or other metasedimentary rock Typical profile 0 A-0 to 4 inches:channery silt loam • Bw-4 to 12 inches:very channery silt loam • Cr-12 to 28 inches:weathered bedrock • R-28 to 80 inches:unweathered bedrock Properties and qualities • Slope:50 to 95 percent • Percent of area covered with surface fragments:1.6 percent • Depth to restrictive feature:10 to 20 inches to paralithic bedrock;20 to 40 inches to lithic bedrock • Natural drainage class:Excessively drained • Runoff class:High • Capacity of the most limiting layer to transmit water(Ksat):Very low to high(0.00 to 1.98 in/hr) • Depth to water table:More than 80 inches • Frequency of flooding:None • Frequency of ponding:None • Available water storage in profile:Very low(about 1.1 inches) Interpretive groups • Land capability classification(irrigated):None specified • Land capability classification(nonirrigated):7s • Hydrologic Soil Group:D • Hydric soil rating:No Description of Sylco,Very Stony Setting • Landform:Mountain slopes • Down-slope shape:Convex • Across-slope shape:Convex • Parent material:Affected by soil creep in the upper solum over residuum weathered from phyllite and/or slate and/or other metasedimentary rock Typical profile • A-0 to 5 inches:channery loam • Bw-5 to 23 inches:very channery loam • R-23 to 80 inches:unweathered bedrock Properties and qualities • Slope:50 to 95 percent • Percent of area covered with surface fragments:1.6 percent • Depth to restrictive feature:20 to 40 inches to lithic bedrock • Natural drainage class:Well drained • Runoff class:High • Capacity of the most limiting layer to transmit water(Ksat):Very low to high(0.00 to 1.98 in/hr) • Depth to water table:More than 80 inches • Frequency of flooding:None • Frequency of ponding:None • Available water storage in profile:Low(about 3.0 inches) Interpretive groups • Land capability classification(irrigated):None specified • Land capability classification(nonirrigated):7s • Hydrologic Soil Group:B • Hydric soil rating:No Description of Rock Outcrop Setting • Landform:Mountain slopes,ridges • Parent material:Slate and/or phyllite Typical profile • R-0 to 80 inches:bedrock Properties and qualities • Depth to restrictive feature:0 inches to lithic bedrock • Runoff class:Very high • Capacity of the most limiting layer to transmit water(Ksat):Very low to low(0.00 to 0.01 in/hr) • Available water storage in profile:Very low(about 0.0 inches) Interpretive groups • Land capability classification(irrigated):None specified • Land capability classification(nonirrigated):8s • Hydric soil rating:No TsD—Toecane-Tusquitee complex,15 to 30 percent slopes,very bouldery Map Unit Setting • National map unit symbol.1t38w • Elevation:2,400 to 4,800 feet • Mean annual precipitation:40 to 54 inches • Mean annual air temperature:46 to 57 degrees F • Frost free period:100 to 150 days • Farmland classification:Not prime farmland Map Unit Composition • Toecane,very bouldery,and similar soils:50 percent • Tusquitee,very bouldery,and similar soils:40 percent • Estimates are based on observations,descriptions,and transects of the mapunit. Description of Toecane,Very Bouldery Setting • Landform:Drainageways,coves,fans • Down-slope shape:Concave • Across-slope shape:Concave • Parent material:Cobbly and stony colluvium derived from igneous and metamorphic rock Typical profile • A-0 to 8 inches:cobbly loam • Bt1-8 to 24 inches:very cobbly loam • Bt2-24 to 30 inches:very cobbly sandy loam • C-30 to 80 inches:extremely cobbly loamy sand Properties and qualities • Slope:15 to 30 percent • Percent of area covered with surface fragments:1.5 percent • Depth to restrictive feature:More than 80 inches • Natural drainage class:Well drained • Runoff class:Medium • Capacity of the most limiting layer to transmit water(Ksat):High(1.98 to 5.95 in/hr) • Depth to water table:More than 80 inches • Frequency of flooding:None • Frequency of ponding:None • Available water storage in profile:Low(about 4.8 inches) Interpretive groups • Land capability classification(irrigated):None specified • Land capability classification(nonirrigated):6s • Hydrologic Soil Group:A • Hydric soil rating:No Description of Tusquitee,Very Bouldery Setting • Landform:Fans,drainageways,coves • Down-slope shape:Concave • Across-slope shape:Concave • Parent material:Colluvium derived from igneous and metamorphic rock Typical profile • A-0 to 8 inches:gravelly loam • Bw-8 to 48 inches:loam • C-48 to 80 inches:gravelly fine sandy loam Properties and qualities • Slope:15 to 30 percent • Percent of area covered with surface fragments:1.5 percent • Depth to restrictive feature:More than 80 inches • Natural drainage class:Well drained • Runoff class:Medium • Capacity of the most limiting layer to transmit water(Ksat):High(1.98 to 5.95 in/hr) • Depth to water table:More than 80 inches • Frequency of flooding:None • Frequency of ponding:None • Available waterstorage in profile:Moderate(about 8.9 inches) Interpretive groups • Land capability classification(irrigated):None specified • Land capability classification(nonirrigated):4s • Hydrologic Soil Group:A • Hydric soil rating:No ArF—Ashe-Cleveland-Rock outcrop complex,50 to 95 percent slopes,very bouldery Map Unit Setting • National map unit symbol:1t349 • Elevation:1,700 to 4,500 feet • Mean annual precipitation:40 to 54 inches • Mean annual air temperature:46 to 57 degrees F • Frost free period:124 to 176 days • Farmland classification:Not prime farmland Map Unit Composition • Ashe,verybouldery,and similar soils:40 percent • Cleveland,verybouldery,and similar soils:30 percent • Rock outcrop:20 percent • Estimates are based on observations,descriptions,and transects of the mapunit. Description of Ashe,Very Bouldery Setting • Landform:Mountain slopes • Down-slope shape:Convex • Across-slope shape:Convex • Parent material:Affected by soil creep in the upper solum over residuum weathered from biotite granitic gneiss and granodioritic gneiss Typical profile • A-0 to 5 inches:sandy loam • Bw-5 to 25 inches:sandy loam • C-25 to 30 inches:gravelly sandy loam • R-30 to 80 inches:unweathered bedrock Properties and qualities • Slope:50 to 95 percent • Percent of area covered with surface fragments:1.5 percent • Depth to restrictive feature:20 to 40 inches to lithic bedrock • Natural drainage class:Somewhat excessively drained • Runoff class:Very high • Capacity of the most limiting layer to transmit water(Ksat):Very low to low(0.00 to 0.01 in/hr) • Depth to water table:More than 80 inches • Frequency of flooding:None • Frequency of ponding:None • Available water storage in profile:Low(about 3.7 inches) Interpretive groups • Land capability classification(irrigated):None specified • Land capability classification(nonirrigated):7s • Hydrologic Soil Group:B • Hydric soil rating:No Description of Cleveland,Very Bouldery Setting • Landform:Mountain slopes • Down-slope shape:Convex • Across-slope shape:Convex • Parent material:Affected by soil creep in the upper solum over residuum weathered from biotite granitic gneiss and granodioritic gneiss Typical profile • A-0 to 5 inches:sandy loam • Bw-5 to 14 inches:sandy loam • R-14 to 80 inches:unweathered bedrock Properties and qualities • Slope:50 to 95 percent • Percent of area covered with surface fragments:1.5 percent • Depth to restrictive feature:10 to 20 inches to lithic bedrock • Natural drainage class:Somewhat excessively drained • Runoff class:Very high • Capacity of the most limiting layer to transmit water(Ksat):Very low to low(0.00 to 0.01 in/hr) • Depth to water table:More than 80 inches • Frequency of flooding:None • Frequency of ponding:None • Available water storage in profile:Very low(about 1.4 inches) Interpretive groups • Land capability classification(irrigated):None specified • Land capability classification(nonirrigated):7s • Hydrologic Soil Group:D • Hydric soil rating:No Description of Rock Outcrop Setting • Landform:Mountain slopes,ridges • Parent material:Biotite granitic gneiss and granodioritic gneiss Typical profile • R-0 to 80 inches:bedrock Properties and qualities • Depth to restrictive feature:0 inches to lithic bedrock • Runoff class:Very high • Capacity of the most limiting layer to transmit water(Ksat):Very low to low(0.00 to 0.01 in/hr) • Available water storage in profile:Very low(about 0.0 inches) Interpretive groups • Land capability classification(irrigated):None specified • Land capability classification(nonirrigated):8s • Hydric soil rating:No 6ry1Lamb Krioj,�) xY 31 h �el b9 ? �1Trail riy ; — -� t n ut,[ MD814 MD3Z'y n Rd �� Rib ttoe l oz-f- tt MD3 G ° ER 14>2702y MN31 Kimberly Dlk z' j,wn nknown tit Rise - 'f 96 �� 1 � � Gh..W r •� r� I I Ltn '' i � F,, taT7SJ ,roQ Nip Ir,�a rknO �. �emon Gap ,MADiSO S4pritg K. Ir r M adow o Rt - G Unknown jUnknow //Yarm GY&A, tt i 1fr Am �+,i 1sd lit 41✓ JQi I r. 5 Y �, " 4 t UnknownCD JSD i t4yse.'_' f j \ � •_ _ ff �n 3 Oy 1 FoW ,. Unkno1' / arFar pIto hind. 1 1td. t ( Oil I [s Unkno3o 111 MD0143 Pare Lag Haase MADISON t r:rcu�ae Pi r. c�:y��n Jae s; �glry NCSHPO website map illustrating the location of the project study area.Note the lack of historic structures in the APE(not to scale). Project Tracking No.(Internal Use) 17-12-0046 � t > HISTORIC ARCHICTECTURE AND LANDSCAPES NO HISTORIC PROPERTIES PRESENT OR AFFECTED FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: BR-0032 County: Madison WBS No.: 67032.1.1 Document MCC Type: Fed.Aid No: Funding: ® State ❑ Federal Federal ® Yes ❑No Permit USACE Permits): Type s : Proiect Description: Replace Bridge No 84 on NC 209 over Meadow Fork. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW ® There are no National Register-listed or Study Listed properties within the project's area of potential effects. ® There are no properties less than fifty years old which are considered to meet Criteria Consideration G within the project's area of potential effects. ❑ There are no properties within the project's area of potential effects. ® There are properties over fifty years old within the area of potential effects, but they do not meet the criteria for listing on the National Register. ® There are no historic properties present or affected by this project. (Attach any notes or documents as needed.) Date of field visit:July 2oi8 Description of review activities, results, and conclusions: Review of HPO quad maps,relevant background reports,historic designations roster,and indexes was undertaken on January 22,2018. A site visit conducted on April 10,2018 and three properties over 50 years old in the study area required further evaluation.In July of 2018 architectural historians documented and evaluated the National Register eligibility of these three properties.None of these were recommended eligible. In a letter dated September 25,2018 NCHPO concurred with these findings.No historic properties will be affected by this prqject. SUPPORT DOCUMENTATION ❑Map(s) ❑Previous Survey Info. ❑Photos ®Correspondence ❑Design Plans Historic Architecture and Landscapes NO HISTORIC PROPERTIES PRESENT OR AFFECTFI)form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 1 of 2 FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes-NO HISTORIC PROPERTIES PRESENT OF AFFECTED 1 October 2, 2018 NCDOT Architectural Historian Date Historic Architecnnre and Landscapes NO H1S7'01?LC PROPER771iS PRLANT OR ALFLG77i1J form%r Minor'L'ransporlation Projects as Onahfiied in the 2007 Programmatic Agreement. Page 2 of 2 d�,a.STg7p q, L� North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M.Bartos,Administrator Governor Roy Cooper Office of Archives and History Secretary Susi H.Hamilton Deputy Secretary Kevin Cherry September 25,2018 MEMORANDUM TO: Shelby Reap Office of Human Environment NCDOT Division of Highways FROM: Renee Gledhill-Earley Environmental Review Coordinator SUBJECT: Historic Structures Survey Report,Replace Bridge 84 on NC 209 over Meadow Fork,BR-0032, PA 17-12-0046,Madison County,ER 18-2811 Thank you for your September 11,2018,letter transmitting the above-referenced report.We have reviewed the report and concur that the following properties are not eligible for listing in the National Register of Historic Places under any criteria for the reasons stated in the report. Charlotte and Homer Caldwell Farm W0085) Jack Caldwell Store (MD0301) Jack Caldwell House (MD0300) The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration.If you have questions concerning the above comment, contact Renee Gledhill-Earley,environmental review coordinator,at 919-807-6579 or environmental.revie��>Cancdcr.gov. In all future communication concerning this project,please cite the above referenced tracking number. cc: Mary Pope Furr,NCDOT,mfixrrCwncdot.gov Location:109 East Jones Street,Raleigh NC 27601 Mailing Address:4617 Mail Service Center,Raleigh NC 276 9 9-461 7 Telephone/Fax:(919)807-6570/807-6599