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HomeMy WebLinkAbout20231703 Ver 1_B-6016 Buncombe December 13 2023_20231213STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR December 13, 2023 U. S. Army Corps of Engineers NC Division of Water Resources Regulatory Field Office Transportation Permitting Branch 151 Patton Avenue, Room 208 1617 Mail Service Center Asheville, NC 28805 Raleigh NC 27699-1617 ATTN: Ms. Lori Beckwith, Mr. Kevin Mitchell NCDOT Coordinator NCDOT Coordinator JOSEPH R. HOPKINS SECRETARY Subject: Application for Section 404 Regional General Permit 50, and Section 401 Water Quality Certification for the Proposed Replacement of Bridge 4110142 on SR 2027 (Martin Creek Rd.) over Martin Creek in Buncombe County, Division 13, TIP No. B-6016, Debit $323 from WBS 48211.1.1. Dear Madam and Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge 4110142 on SR 2027 (Martin Creek Rd.) over Martin Creek with a new bridge at the existing location. Traffic will be maintained on existing utilizing a temporary pipe detour, while a new bridge is constructed. As a result of stabilizing banks under the new bridge, ditch and pipe outlet, there will be a total of 55 linear feet of permanent stream bank stabilization impacts, and 87 linear feet (0.02 ac) of temporary impacts. These impacts do not require permanent fill in the stream bed, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S., and are not subject to compensatory mitigation. Please see enclosed copies of the Pre -Construction Notification (PCN), Stormwater Management Plan, Permit Drawings, Protected Species Info, Archaeology and Historic Reports, Tribal Coordination Documents, and Categorical Exclusion (CE). A copy of this permit application has been posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please contact Michael Turchy at maturchy(a ncdot.gov or (919) 707-6157. Sincerely, f of Michael A. Turchy Environmental Coordination and Permitting Group Leader ec: NCDOT Permit Application Standard Distribution List Mailing Address: Location: NC DEPARTMENT OF TRANSPORTATION Telephone: (919) 707-6000 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.nedot.gov Permit Drawings Highway North Carolina Department of Transportation i �' Stormwater ,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: 48209.3.1 TIP/Prof No: B-6016 County(ies): Buncombe Page 1 of 2 General Project Information WBS Element: 48211.1.1 ITIP Number: B-6016 I Project Type: JBridge Replacement Date: 11/22/2022 NCDOT Contact: Yates Allen (Divison Enviromental Officer) Contractor / Designer: TGS Engineers (David B. Petty, PE) Address: NCDOT Highway Division 13 Address: 706 Hillsborough Street 55 Orange Street Suite 200 Asheville, NC 28801 Raleigh NC, 27603 Phone: 828-250-3002 Phone: 919-773-8887 ext. 104 Email: alien ncdot. ov Email: d ett t sen ineers.com City/Town: Barnardsville County(ies): Buncombe River Basins : French Broad I ICAMA County? I No Wetlands within Project Limits? No Project Descri tion Project Length (lin. miles or feet): 0.076 miles Surrounding Land Use: 1wooded, farmland, low density residential Proposed Project Existing Site Project Built -Upon Area (ac.) 0.2 lac. 0.2 ac. Typical Cross Section Description: Two 10' paved travel lanes with 3' grased shoulders (7' to guardrail, 3' paved). Two 9' paved travel lanes with 0.5' paved shoulders. Annual Avg Daily Traffic (veh/hr/day): I Design/Future: 1 200 1 Year: 2023 Existing: 200 1 Year: 2023 General Project Narrative: NCDOT STIP B-6016 involves the replacement of Bridge #110142 over Martin Creek on SR 2027 (Martin Creek Rd.) in Buncombe County, NC east of Barnardsville. Proposed (Description of Minimization of Water 55' long by 27' wide (21" cored slab units) single span bridge to replace existing 21' long by 25' wide (timber floor on 1-beams) single span bridge. The proposed grade will be Quality Impacts) about 1' above existing ground within the vicinity of the bridge and roughly matching existing ground approximately 70 ft northeast of the bridge and 80 ft southwest of the bridge. The existing bridge has openings below the bridge rail that discharge directly to Martin Creek. The proposed bridge will have no direct discharge into the river. Stormwater runoff from the bridge is to flow to a grated inlet located just outside of the approach slab in the southwest quadrant and will be diffused with a riprap pad at the proposed pipe outlet in the southeast quadrant. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable. H ghway Stormwater (Version 3.00; Released August 2021 Surface Water Body (1): 1 NCDWR Surface Water Classification for Water Body Other Stream Classification: None Impairments: None Aquatic T&E Species? No Co NRTR Stream ID: no NRTR Project Includes Bridge Spanning Water Body? iYes Deck Drains Discharge Over Water Body? INo (If yes, provide justification in the General Project Narrative; Surface Water Body (2): NCDWR Surface Water Classification for Water Body Other Stream Classification: Impairments: Aquatic T&E Species? Co NRTR Stream ID: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative; Surface Water Body (3): NCDWR Surface Water Classification for Water Body Other Stream Classification: Impairments: Aquatic T&E Species? Co NRTR Stream ID: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative; North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS County(ies): Buncombe General Project Information Waterbody Information Martin Creek 1NCDWR Stream Index No.: Primary Classification: Water Supply II (WS-II; Supplemental Classification: Trout Waters (Tr) 6-96-3-5 Deck Drains Discharge Over Buffer? JNo 113issipator Pads Provided in Buffer? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) NCDWR Stream Index No.: Primary Classification: Supplemental Classification: Buffer Rules in Effect: Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) NCDWR Stream Index No.: Primary Classification: Supplemental Classification: Deck Drains Discharge Over Buffer? I I Dissipator Pads Provided in Buffer? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) See Sheet 1A For Index of Sheels a' o i•� 216 2027 .,_. 2171 7754 167 2171 VICINITY MAP 2079 TO NC 197 (N FORK RD) -de-� -L- STA. 10 + 70.00 STATE OF NORTH CAROLINA DIVISION C HIGHWAYS BUNCOMBE COUNTY 81'AT¢ STAR PROlPCI' R¢FPR¢NLR NQ SHE TS N•C, B-6016 i 31'wT6 P¢OI.N0. F.w.P¢A— —Rl-- 48209.3.1 BRZ-1781 001 PE 48209.3.1 BRZ-1781 001 PAW & UTIL. 48209.3.1 BRZ-1781001 CONST. LOCATION: BRIDGE #100142 OVER MARTIN CREEK PERMIT DRAWINGS ON SR 2027 (MARTINS CREEK RD) SUBMITTAL A-009 DATE: FEBRUARY 10, 2023 TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE PERMIT DRAWING WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 4 BEGIN BRIDGE -L- STA. 12 + 40.20 BEGIN TIP PROJECT B-6016 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES ell P�%_%/ _ O 0�1T1ET i° -DE -- MARTENS CREEK RD -L- STA. 14 + 70.00 END BRIDGE END TIP PROJECT -L- STA. 12 + 97.80 B-6016 SITE 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 00 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDO CONTACT.S S NPRE PE EA R L EA Y,NS HYDRAULICS ENGINEER ACTRED EvE Ns I REPARED FOR: 20 l0 0 20 4o ADT 2021 = 200S TGS ENGINEERS NCDOT ° * T = 6 /° V = 45 MPH ENGINE— 201 LB , N 28 0 SHE(70 NC 2000 F PH (704) 476-0003 CORP. LICENSE NO.: C-0275 PRIORITY PROJECTS UNIT 1020 Birch Ridge Dr. Raleigh, NC 27610 a fig. e PLANS * TTST =3% DUAL =3% LENGTH ROADWAY TIP PROJECT B-6016 #100142 =0.065 MILES P.E. SIGNATURE: cR YRWMgeq LENGTH STRUCTURE TIP PROJECT B-6016 #100142 =0.011 MILES ROADWAY DESIGN ENGINEER RIGHT OF WAY DATE: 20 10 0 20 40 FUNC CLASS = LOCAL, am JIMMY TERRY PE TOTAL LENGTH TIP PROJECT B-6016 #100142 =0.076 MILES PROJECT ENGINEER PROFILE (HORIZONTAL) RURAL DEC. 21, 2021 4 2 0 4 8 SUB -REGIONAL TIER R.E. BURNS & SONS CO P. o. BOX 7'66 ST AT E PH SVSV'LL LLEE• NC 2668T 24-8646 DAVID HAMRICK, EIT P.E. SIGNATLRE: LETTING DATE: DEC. 21, 2021 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) 2018 STANDARD SPECIFICATIONS WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS bURF-ACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- 10+93 to 11+06 RT Bank Stabilization < 0.01 12 2 -L- 12+06 to 12+35 RT Bank Stabilization < 0.01 23 2** -L- 12+11 to 12+93 LT & RT Temp Dewatering / Temp Access Fill 0.02 87 2 -L- 12+81 to 13+05 LT Bank Stabilization < 0.01 20 TOTALS*: < 0.01 0.02 55 87 0 *Rounded totals are sum of actual impacts NOTES: **Temporary impacts for a temporary pipe detour to maintain traffic, which substantially reduces impacts relative to the alternative construction method of staged construction. 2018 Feb Protected Species/ Section 7 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR December 6, 2023 Ms. Janet A. Mizzi Field Office Supervisor US Fish and Wildlife Service 160 Zillicoa Street Asheville, NC 28801 J.R. "JOEY" HOPKINS SECRETARY Subject: Section 7 Concurrence Request for the replacement of bridge number 142 over Martin Creek on SR 2027 (Martins Creek Road) in Buncombe County, WBS No. 48211.1.1 in Division 13, TIP No. B-6016 Reference: Bat Survey Report, dated November 23, 2023 Dear Ms. Mizzi: The purpose of this letter is to request concurrence from the U.S. Fish and Wildlife Service (USFWS) pursuant to Section 7 of the Endangered Species Act, as amended (16 U.S.C. 1531 et seq.) (ESA). The North Carolina Department of Transportation (NCDOT) proposes to replace bridge 142 over Martin Creek in Buncombe County. As of November 30, 2023, the US Fish and Wildlife Service's Information for Planning and Consultation (IPaQ lists the following federally protected species in the project area. Little brown bat, while not yet listed in IPaC for this area, has been included in the table below. Scientific Name Common Name Federal Status Habitat Biological Present Conclusion Clemmys muhlenbergii Bog turtle SAT No Not Required Myotis grisescens Gray bat Endangered Yes MA-NLAA Myotis septentrionalis Northern long-eared bat Endangered Yes MA-NLAA Perimyotis subfavus Tricolored bat Proposed Endangered* Yes MA-NLAA Myotis lucifugus Little brown bat Future Listing Yes MA-NLAA Sarracenia rubra ssp. Mountain sweet pitcher- Endangered No No Effect onesii plant Gymnoderma lineare Rock gnome lichen Endangered No No Effect SAT — Similarity of Appearance (Threatened); MA-NLAA — May Affect - Not Likely to Adversely Affect * Proposed for federal listing Mailing Address: Location: NC DEPARTMENT OF TRANSPORTATION Telephone: (919) 707-6000 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.nedot.gov Species Summary — Bats The North Carolina Department of Transportation (NCDOT, Division 13) proposes to replace Bridge No. 142 over Martin Creek on SR 2027 in Buncombe County, TIP No. B-6016. The existing bridge is a single span structure with steel beams, timber deck, and guard rails and concrete end walls. The overall length of the structure is 21 feet. No culverts meeting NCDOT's Standard Operating Procedures for Preliminary Bat Habitat Assessments were identified meeting the criteria of greater than 3 feet wide and 60 feet in length during this site visit. On May 15, 2019, NCDOT biologists assessed all structures in the project study area. There are no suitable roosting crevices present on this creosote covered timber bridge. No evidence of bats (bats, staining, guano) was observed on the structure. Trees greater than 3" dbh occur within the project footprint. There are no known caves or mines within one half mile of the project footprint and no caves or mines were observed during the field visit. Large, continuous forests are present in the project vicinity, providing potential foraging and commuting habitat. Species Federal Status Habitat Present' Biological Conclusion Distance to Nearest Record' MYGR Endangered Yes MA-NLAA 3.12 miles SE MYSE Threatened Yes MA-NLAA 7.1 miles NE PESU I Proposed Endangered I Yes I MA-NLAA 1 7.1 miles NE MYLU3 I Future Listing Yes I MA-NLAA 1 7.1 miles NE ' Detailed habitat information shown in table below 'Nearest known record from latest NHP, WRC, or NCDOT data 3 Little Brown Bat (Nlyotis lucifugus), which may become federally listed in the future (FL), may also be found in Buncombe County MA-NLAA — May Affect, Not Likely to Adversely Affect Species Summer Roosting Winter Roosting Foraging Habitat Commuting Habitat Tree Structure MYGR NA X X ✓ ✓ MYSE ,/ X X J ✓ PESU ,/ X X MYLU ,/ X X J ✓ A Biological Conclusion of May Affect, Not Likely to Adversely Affect is given to each of the above species based on the presence of suitable foraging and commuting habitat. No evidence of federally listed bats was found on the structures, no caves or mines are in the area, and a large area of alternative available suitable habitat exists in the project vicinity. Permanent roadway lighting is not present in the project area and BSG is not aware of any plans to install new roadway lighting with this project. Temporary lighting for nighttime construction will not be necessary between April 1 and October 15. There is currently no permanent lighting within the project area and no new lighting will be added as a result of this project. Tree clearing is currently planned to begin once concurrence with the Service is achieved and is anticipated to be completed prior to the active season. Blasting could possibly be utilized for this project but would occur after tree clearing and between April 1 and October 15. Other percussive activities that could occur due to this project include guardrail installation, pile driving, possible rock hammering, and bridge demolition. Bridge demolition is anticipated to be completed during the winter months (October 16 — March 31). Pursuant to the ESA Handbook Section 3.5, NCDOT does not request concurrence from the Service for the remaining species, but identifies them below: 2 Scientific Name Common Name Federal Survey Habitat Biological Status Date(s) Present Conclusion Clemmys muhlenbergii Bog turtle SAT N/A No Not Required Sarracenia rubra ssp. Mountain sweet Endangered N/A No No Effect jonesii pitcher -plant Gymnoderma lineare Rock gnome lichen Endangered N/A No No Effect SAT — Similarity of Appearance (Threatened) NCDOT, under the delegation authority provided in 50 CFR § 402.08 by the Federal Highway Administration (FHWA), believes that the requirements of Section 7(a)(2) of the ESA have been satisfied and hereby request your concurrence. If you have any questions, please contact Erin Cheely at ekcheelykncdot. og_v or 919-707-6108. Sincerely, Erin Cheely, ECAP Western Team Lead Environmental Analysis Unit Enclosures: Bat Survey Report, dated November 23, 2023 ec: Ms. Holland Youngman, USFWS Mr. Yates Allen, DEO-Div. 13, NCDOT Mr. Tyler Stanton, NCDOT BSG-EAU 3 Roy COOPER GOVERNOR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION November 29, 2023 TO: Erin Cheely, Western Regional Team Lead ECAP, EAU FROM: Melissa Miller, Environmental Program Consultant Biological Surveys Group, EAU J.R. "JOEY" HOPKfNs SECRETARY SUBJECT: Section 7 survey results for the gray bat (Myotis grisescens, MYGR), northern long-eared bat (Myotis septentrionalis, MYSE), tricolored bat (Perimyotis subflavus, PESO and little brown bat (Myotis lucifugus, MYLO, associated with the replacement of Bridge No. 142 over Martin Creek on SR 2027 in Buncombe County, TIP No. B-6016. The North Carolina Department of Transportation (NCDOT, Division 13) proposes to replace Bridge No. 142 over Martin Creek on SR 2027 in Buncombe County, TIP No. B- 6016. The existing bridge is a single span structure with steel beams, timber deck, and guard rails and concrete end walls. The overall length of the structure is 21 feet. No culverts meeting NCDOT's Standard Operating Procedures for Preliminary Bat Habitat Assessments were identified meeting the criteria of greater than 3 feet wide and 60 feet in length during this site visit. On May 15, 2019, NCDOT biologists assessed all of the structures in the project study area. There are no suitable roosting crevices present on this creosote covered timber bridge. No evidence of bats (bats, staining, guano) was observed on the structure. Trees greater than 3" dbh occur within the project footprint. There are no known caves or mines within one half mile of the project footprint and no caves or mines were observed during the field visit. Large, continuous forests are present in the project vicinity, providing potential foraging and commuting habitat. Mailing Address: NC DEPARTMENT OF TRANSPORTATION ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 Telephone: (919) 707-6000 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 1000 BIRCH RIDGE DRIVE RALEIGH NC 27610 As of November 29, 2023, the following federally protected bat species are listed in IPaC (https:Hipac.ecosphere.fws.gov/) as occurring in the action area: Distance to Federal Habitat Biological Species Nearest Status Present* Conclusion Record** MYGR E Yes MANLTAA 3.12 mile SE MYSE T Yes MANLTAA 7.1 mile NE PESU PE Yes MANLTAA 7.1 mile NE MYLU*** FL Yes MANLTAA 7.1 mile NE *See detailed habitat information in table below **Nearest known record from latest NHP, WRC, or NCDOT data *** The Little Brown Bat (Myotis lucifugus), which may become federally listed in the future (FL), may also be found in Buncombe County. MANLTAA=May Affect Not Likely To Adversely Affect Presence (J) or Probable Absence (X) of various habitat types for bat species present in ro' ect area. Species Summer Roosting Winter Roosting g Foraging Habitat Commuting Habitat Tree Structure MYGR NA X X MYSE ,/ X X PESU ,/ X X MYLU X X A Biological Conclusion of May Affect Not Likely To Adversely Affect is given to each of the above species based on the presence of suitable foraging and commuting habitat. No evidence of bats was found on the structure, no caves or mines are in the area, and a large area of alternative available suitable habitat exists in the project vicinity. Permanent roadway lighting is not present in the project area and BSG is not aware of any plans to install new roadway lighting with this project. If nighttime work during the bat active season becomes necessary, temporary lighting will only be used to illuminate work areas. If avoidance and minimization measures, such as prohibiting tree clearing during the active season can be implemented, this project is Not Likely to Adversely Affect federally listed bats. If you need any additional information, please contact Melissa Miller at 919-707-6127. Archaeology Project Tracking No.: 18-09-0014 NO NATIONAL REGISTER OF HISTORIC PLACES aQ _ ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES NA, PRESENT FORM' c This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not', f valid for Historic Architecture and Landscapes. You must consult separately with the 4 Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No: B-6016 County: Buncombe WBS No: 48211.1.1 Document: CE F.A. No: BRZ-2027(001) Funding: ❑ State ® Federal Federal Permit Required? ® Yes ❑ No Permit Type: USACE Project Description: The project calls for the replacement of Bridge No. 142 on SR 2027 (Martins Creek Road) over Martin Creek in Buncombe County (TIP B-6016). The archaeological Area of Potential Effects (APE) for the project is defined as an approximately 600 foot (182.88 m) long corridor running3 00feet (91.44 m) north and south from the center of the bridge. The corridor is approximately 100 feet (30.48 m) wide extending 50 feet (15.24 m) from either side of the centerline. SUMMARY OF ARCHAEOLOGICAL FINDINGS The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject project and determined: ® There are no National Register listed or eligible ARCHAEOLOGICAL SITES present within the project's area of potential effects. (Attach any notes or documents as needed) ❑ No subsurface archaeological investigations were required for this project. ® Subsurface investigations did not reveal the presence of any archaeological resources. ® Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. ® All identified archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Iof11 Project Tracking No.: 18-09-0014 SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: NC DOT has conducted an archaeological investigation for the proposed replacement of Bridge No. 142 in Buncombe County, North Carolina. The project area is located north of Asheville and south of Burnsville and plotted in the southern portion of the Barnardsville USGS 75 topographic quadrangle (Figure 1). Background Research A site files search was conducted by Casey Kirby at the Office of State Archaeology (OSA) on September 13, 2018. No known archaeological sites are identified within the APE, and no previous investigations or reviews have been carried out within the project area. However, four sites (31BN50-31BN53) are recorded within a mile of the bridge. These sites were all report to the University of North Carolina at Chapel Hill by local residents but were never formally investigated. As a result, information is limited. The sites yielded precontact material and are situated either on the Martin Creek or North Fork Ivy Creek floodplain in a setting like that of the current project area. According to the North Carolina State Historic Preservation Office online data base (HPOWEB 2018), there are no known historic architectural resources within the APE that may yield intact archaeological deposits. County and regional maps prior to the 20th century that were inspected provide only general details concerning the region illustrating just major roads and settlements. The 1902 USGS Mount Mitchell topographic map is one of the first to provide a reliable location for the project (Figure 2). This map depicts a road similar to the modern road alignment with a crossing over Martin Creek near the current bridge. Structures are also plotted north and south of this crossing, but likely outside of the project area. The 1920 Soil Map for Buncombe County, however, illustrate the same road but places it further west with no crossing over Martin Creek (Perkins et al. 1920) (Figure 3). This may be an inaccurate depiction as the later 1938 North Carolina State Highway Map for Buncombe County returns the crossing to current placement (NCSHPWC 1938) (Figure 4). The USDA soil survey map for Buncombe County shows the project area made up mostly of the Dellwood- Reddies complex (USDA NRCS 2018) (Figure 5). This soil series is typically found on floodplains with a slope of 0 to 3 percent. It is subject to occasionally flooding and is considered moderately well drained. The hillside to the northeast is composed of Tate loam (TaD), but the neighboring Edneyville-Chestnut complex (EdE) likely extends into this area as well. Both are well drained with the Tate series sloped at 15 to 30 percent and the Edneyville-Chestnut complex at 30 to 50 percent. According to the contour image and confirmed by the field investigation, these soils cover a wider area than what is depicted on the soil map. The steeply sloped soils occupy the entire northeast quadrant. Soils with a slope of 15 percent or more are not suitable for most early settlement activities, but the floodplain soils, which are dry and level, are favorably for occupation. Fieldwork Results The archaeological field reconnaissance and survey for the replacement of Bridge No. 142 was carried out on October 1, 2018. This included systematic shovel testing at 20-meter (ca. 65.62 feet) intervals in the northwest quadrant and two judgmental tests south of the bridge. Closer interval shovel tests were not possible due to obstructions such as plants, trees, private drives, and a buried septic tank. Additional testing was determined not necessary south of the bridge after observing that soils had been modified through earth moving activities. Therefore, only two judgmental tests were excavated to record soil composition. A surface inspection was conducted in the southwest quadrant, since this was the only area "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 2of11 Project Tracking No.: 18-09-0014 exposed. No resources were observed on the surface. Furthermore, no shovel testing occurred in areas with obvious disturbance, along steep slope of 15 percent or more, or in areas covered by impervious surfaces such as pavement. A total of six shovel tests (STs) were excavated of which none yielded cultural material (see Figure 5). Bridge No. 142 and Martins Creek Road run basically north to south over Martins Creek, which flows south into North Fork Ivy Creek (see Figure 5). These waterways are part of the French Broad drainage basin. The project area is rural consisting of residential lawns, houses, and a forested hillside. A floodplain is south of the bridge, and a sloping terrace is to the northwest. Martins Creek is just east of the road in the southeast quadrant; while in the northwest quadrant, it extends outside of the APE before bending back towards the road. The stream has been modified or straighten in the southeast quadrant. Fill material occupies the narrow strip of soil between the road and the stream at this location, which was confirmed by a subsurface test (Figure 6). A steep hillside makes up the northeast quadrant (Figure 7). It has been cut back to allow for the road. The residential property in the southwest quadrant has recently been cleared and graded surrounding the house (Figure 8). The purpose for this is unknown. A shovel test was placed in a grassy portion of the property. It contained fill to at least 50 cm (ca. 20 in) below the surface before a rock layer was encountered. The loamy fill contained metal fragments throughout and a heavy concentration of cobbles. A paved church parking lot is also present just south of this property (Figure 9). The final residential property to the northwest was only minimally disturbed, mostly from a septic tank just south of the house; however, obstructions such as plants, trees, and gravel drives prevented closer interval testing (Figure 10). The soil stratigraphy in the northwest quadrant consisted of two layers. In the two shovel tests just south of the private drive, the surface layer is a dark yellowish brown (1 OYR 4/4) sandy clay loam that is 25 to 30 cm (ca. 10 to 12 in) thick. This is followed by subsoil, which is a brown (7.5YR 4/4) clay loam. In the two northern shovel tests, soil erosion has reduced the surface layer to less than 5 cm (ca. 2 in) thick. Subsoil is also a reddish brown (5YR 4/4) clay in this portion of the project area. Summary and Recommendations The archeological investigations for the proposed replacement of Bridge No. 142 in Buncombe County identified no archaeological resources within the APE. The area south of the bridge is disturbed consisting of fill, while the northeast is steeply sloped. The property to the northwest is minimally disturbed, but testing yielded negative results. No further archaeological work is recommended for this bridge replacement project. However, if design plans change to impact areas outside of the APE, then further archaeological work will be required. SUPPORT DOCUMENTATION See attached: ® Map(s) ❑ Previous Survey Info ® Photos ❑Correspondence Signed: 11/29/18 C. Damon Jones Date NCDOT ARCHAEOLOGIST "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 3of11 Project Tracking No.: 18-09-0014 REFERENCES CITED HPOWEB 2018 North Carolina State Historic Preservation Office GIS Web Service. hiip:HgisNCDCR.gov/hpoweb/. Accessed September 21, 2018. North Carolina State Highway and Public Works Commission (NCSHPWC) 1938 North Carolina State Highway Map for Buncombe County, North Carolina State Highway and Public Works Commission, Raleigh. Perkins, Samuel, Robert Devereux, Samuel Davidson, and William Davis 1920 Soil Map for Buncombe County, North Carolina. U.S. Department of Argiculture, Government Printing Office, Washington D.C. On file at North Carolina Collections, University of North Carolina, Chapel Hill. United States Department of Agriculture Natural Resources Conservation Services (USDA NRCS) 2018 Buncombe County Soil Survey. Available online at hllp://webosilsurvey.nres.usda.gov/app/. Accessed September 21, 2018. United States Geological Survey (USGS) 1902 Mount Mitchell, North Carolina -Tennessee 30 minute quadrangle map. Reprinted in 1932. 2013 Barnardsville, North Carolina 7.5 minute quadrangle map. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 4of11 Project Tracking No.: 18-09-0014 ❑ne Mile Radius (shaded) Around PrgectArea ! �' -- i a `S WL 142 Q 2636 � &6016 �- �� APE (Red) — J �,4 4 or �i .% x 1-6 Mack moilptaia _ ► f tb X.J ..J 0 5 000 N 6911W Feet ,A, E 0 1 500 Buncombe County Meters Figure 1. Topographic Setting of the Project Area, Barnardsville (2013), NC, USGS 7.5' Topographic Quadrangle. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT " form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 5of11 Project Tracking No.: 18-09-0014 ■ Ir i f Project Area Figure 2. The 1902 Mount Mitchell USGS topographic map showing the location of the project area. ■ r. r t • - 1 Project Area]OX Y_ T� 1VZ • • A ' ■ + a P —� Q + s r R s _ Rs i Figure 3. The 1920 Soil Map for Buncombe County showing the location of the project area. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 6of11 Project Tracking No.: 18-09-0014 i 0 �— _ ■ Project Area �'• r 1 ■ ■ op r Figure 4. The 1938 North Carolina State Highway Map for Buncombe County showing the location of the project area. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 7of11 Project Tracking No.: 18-09-0014 Figure 5. Aerial View of the project area showing soils, contours, development, and ST placement. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 8ofII Project Tracking No.: 18-09-0014 Figure 6. Area of fill between the road and Martins Creek in the southeast quadrant, looking south. Figure 7. View of the hillside in the northeast quadrant, looking south. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 9of11 Project Tracking No.: 18-09-0014 Figure 8. Residential property in the southwest quadrant showing cleared ground surface, looking south. Figure 9. Church parking lot in the southwest quadrant, looking west. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 10 of 11 a �hAX A ♦ ��i v4� i Historic Architecture and Landscapes Project Tracking No. (Internal Use) 18-09-0014 Get HISTORIC ARCHITECTURE AND LANDSCAPES LID r, NO SURVEY REQUIRED FORM 4, �' I This form only pertains to Historic Architecture and Landscapes for this project. It ►r is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: 13-6016 County: Buncombe WBS NVo.: 48211.1.1 Document Type: CE Fed. Aid No: BRZ-2027(001) Funding: ❑ State Federal Federal Permits : Yes No Permit Type(s): USACE Pro►ect Description. Replace Bridge No. 142 on SR 2027 (Martins Creek Road) over Martins Creek. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Description of review activities results and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on September 12, 2018. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in the Area of Potential Effects, which is 300' from each end of the bridge and 75' from the centerlinc each way. All properties were surveyed through Google Street view, and there are no properties over fifty years of age eligible for National Register listing. Bridge No. 142 is not eligible for NR listing_ There are no National Register listed or eligible properties and no survey is required. If design plans change, additional review will be required. Why the available information Provides a reliable basis for reasonably redictin that there are no unidentified significant historic architectural or landscape resources in the Proket area: HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the Buncombe County survey, Buncombe County GISI'Tax information, and Google Maps are considered valid for the purposes of determining the likelihood of historic resources being present. There are no National Register listed or eligible properties within the APE and no survey is required. SUPPORT DOCUMENTATION Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Hi st ric rchitecture and Landscape --NO SURVEY REQUIRED NCDOT Architectural Historian Date Historic Archifecture and Laadveapes NO SURYEY REQU1Rh5'D fnrnr for Minor Transpor+afion Yrafecis -as Qeatif7ed m the,7007 PragrrNunraetc 4greeurenr. Page 1 of 4 Project Location. HistoricArchileclure and I.andscwpes NO SURVEY REQUIRED form far Minor Tmnsporia+ian Projects as Qbali, jied in the 2007 Programmatic Agrxremrrie. Page 2 of 4 State Historic Preservation Office GIS. Historic Archnecture and Landscapes NO SURVEY REQUIRED, Jorm.Jur Minor hvnspurraWn Yrojeers as Qaahfred in the 2007 PruKrammaricAgmemem. Page 3 of 4 looking northeast on Martins Creek !toad towards Bridge No. 142. Looking southwest on Martins Crock Road: towards Bridge No. 142. HisiorrcArchirecrrrre and Landscapes NO SURkWY RT:QUIREI) form forA9inor 7'Mnsporrartan Projects ar Qawfifivd hi the 2007 Programmarkrlgrremenr. Page 4 of 4 Tribal Coordination STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR October 14, 2022 Dr. Wenonah Haire Catawba Indian Nation Tribal Historic Preservation Office 1536 Tom Steven Road Rock Hill, SC 29730 Dear Dr. Haire, J. ERIC BOYETTE SECRETARY The North Carolina Department of Transportation is starting the project development, environmental, and engineering studies for the replacement of Bridge No. 100142 over Martin Creek on SR 2027 (Martin's Creek Road) in Buncombe County as project B-6016. The Federal Highway Administration (FHWA)is the lead federal agency for compliance with the National Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA) and a Permit is anticipated under the Section 404 Process with the USACE. The project vicinity map is attached. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project including recommendation of alternates to be studied. Your comments may be used in the preparation of a NEPA/ State Environmental Policy Act (SEPA) Environmental Document. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will maintain strict confidentiality about certain types of information regarding historic properties. Please respond by November 141 so that your comments can be used in the scoping of this project. If you have any questions concerning this project, or would like any additional information, please contact me at jsearley@ncdot.gov. Thank you, Docu Signedppby, ogog Y'lPiYJ2GGc Jessicaa ar�ley, NCDOT Project Engineer-PMU cc: Matt Wilkerson, NCDOT Archaeology Team Leader Lori Beckwith, US Army Corps of Engineers George Hoops, FHWA David Stark, PE, NCDOT-PMU Mailing Address: Location: NC DEPARTMENT OF TRANSPORTATION Telephone: (919) 707-6000 1000 BIRCH RIDGE DRIVE PROJECT MANAGEMENT UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610 1595 MAIL SERVICE CENTER RALEIGH NC 27699 Website: www.ncdot.gov STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR October 14, 2022 Ms. Elizabeth Toombs Cherokee Nation Tribal Historic Preserve Officer PO Box 948 Tahlequah, OK 74465 Dear Ms. Toombs, J. ERIC BOYETTE SECRETARY The North Carolina Department of Transportation is starting the project development, environmental, and engineering studies for the replacement of Bridge No. 100142 over Martin Creek on SR 2027 (Martin's Creek Road) in Buncombe County as project B-6016. The Federal Highway Administration (FHWA)is the lead federal agency for compliance with the National Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA) and a Permit is anticipated under the Section 404 Process with the USACE. The project vicinity map is attached. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project including recommendation of alternates to be studied. Your comments may be used in the preparation of a NEPA/ State Environmental Policy Act (SEPA) Environmental Document. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will maintain strict confidentiality about certain types of information regarding historic properties. Please respond by November 141 so that your comments can be used in the scoping of this project. If you have any questions concerning this project, or would like any additional information, please contact me at jsearley@ncdot.gov. Thank you, Docu Sign'edppby: oo� Y'PiYL6GGc 44 69B908BF24A6430... Jessica Earley, PE NCDOT Project Engineer-PMU cc: Matt Wilkerson, NCDOT Archaeology Team Leader Lori Beckwith, US Army Corps of Engineers George Hoops, FHWA David Stark, PE, NCDOT-PMU Mailing Address: Location: NC DEPARTMENT OF TRANSPORTATION Telephone: (919) 707-6000 1000 BIRCH RIDGE DRIVE PROJECT MANAGEMENT UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610 1595 MAIL SERVICE CENTER RALEIGH NC 27699 Website: www.ncdot.gov STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR October 14, 2022 Mr. Russel Townsend Eastern Band of Cherokee Indians Tribal Historic Preservation Office 2077 Governors Island Road Bryson City, NC 28713 Dear Mr. Townsend, J. ERIC BOYETTE SECRETARY The North Carolina Department of Transportation is starting the project development, environmental, and engineering studies for the replacement of Bridge No. 100142 over Martin Creek on SR 2027 (Martin's Creek Road) in Buncombe County as project B-6016. The Federal Highway Administration (FHWA)is the lead federal agency for compliance with the National Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA) and a Permit is anticipated under the Section 404 Process with the USACE. The project vicinity map is attached. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project including recommendation of alternates to be studied. Your comments may be used in the preparation of a NEPA/ State Environmental Policy Act (SEPA) Environmental Document. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will maintain strict confidentiality about certain types of information regarding historic properties. Please respond by November 141 so that your comments can be used in the scoping of this project. If you have any questions concerning this project, or would like any additional information, please contact me at jsearley@ncdot.gov. Thank you, Docu Signedpby: e L69B90 JesVarney; ,PE NCDOT Project Engineer-PMU cc: Matt Wilkerson, NCDOT Archaeology Team Leader Lori Beckwith, US Army Corps of Engineers George Hoops, FHWA David Stark, PE, NCDOT-PMU Mailing Address: Location: NC DEPARTMENT OF TRANSPORTATION Telephone: (919) 707-6000 1000 BIRCH RIDGE DRIVE PROJECT MANAGEMENT UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610 1595 MAIL SERVICE CENTER RALEIGH NC 27699 Website: www.ncdot.gov STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR October 14, 2022 Ms. LeeAnne Wendt Muscogee (Creek) Nation PO Box 580 Okmulgee, OK 74447 Dear Ms. Wendt, J. ERIC BOYETTE SECRETARY The North Carolina Department of Transportation is starting the project development, environmental, and engineering studies for the replacement of Bridge No. 100142 over Martin Creek on SR 2027 (Martin's Creek Road) in Buncombe County as project B-6016. The Federal Highway Administration (FHWA)is the lead federal agency for compliance with the National Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA) and a Permit is anticipated under the Section 404 Process with the USACE. The project vicinity map is attached. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project including recommendation of alternates to be studied. Your comments may be used in the preparation of a NEPA/ State Environmental Policy Act (SEPA) Environmental Document. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will maintain strict confidentiality about certain types of information regarding historic properties. Please respond by November 141 so that your comments can be used in the scoping of this project. If you have any questions concerning this project, or would like any additional information, please contact me at jsearley@ncdot.gov. Thank you, EDocu Signedppby: oo 69B908BF24A6430... Jessica Earley, PE NCDOT Project Engineer-PMU cc: Matt Wilkerson, NCDOT Archaeology Team Leader Lori Beckwith, US Army Corps of Engineers George Hoops, FHWA David Stark, PE, NCDOT-PMU Mailing Address: Location: NC DEPARTMENT OF TRANSPORTATION Telephone: (919) 707-6000 1000 BIRCH RIDGE DRIVE PROJECT MANAGEMENT UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610 1595 MAIL SERVICE CENTER RALEIGH NC 27699 Website: www.ncdot.gov �,c ST�TEo,.Q F� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER J. ERIC BOYETTE GOVERNOR SECRETARY October 14, 2022 Mr. Acee Watt United Keetoowah Band of Cherokee Indians Section 106 Coordination PO Box 746 Tahlequah, OK 74465 Dear Mr. Watt, The North Carolina Department of Transportation is starting the project development, environmental, and engineering studies for the replacement of Bridge No. 100142 over Martin Creek on SR 2027 (Martin's Creek Road) in Buncombe County as project B-6016. The Federal Highway Administration (FHWA)is the lead federal agency for compliance with the National Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA) and a Permit is anticipated under the Section 404 Process with the USACE. The project vicinity map is attached. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project including recommendation of alternates to be studied. Your comments may be used in the preparation of a NEPA/ State Environmental Policy Act (SEPA) Environmental Document. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will maintain strict confidentiality about certain types of information regarding historic properties. Please respond by November 141 so that your comments can be used in the scoping of this project. If you have any questions concerning this project, or would like any additional information, please contact me at jsearley@ncdot.gov. Thank you, Docu Sign'edpby: og Y'PiYJ2GGc �a2�. 4 69Bg086F24A6430... Jessica Earley, PE NCDOT Project Engineer-PMU cc: Matt Wilkerson, NCDOT Archaeology Team Leader Lori Beckwith, US Army Corps of Engineers George Hoops, FHWA David Stark, PE, NCDOT-PMU Mailing Address: Location: NC DEPARTMENT OF TRANSPORTATION Telephone: (919) 707-6000 1000 BIRCH RIDGE DRIVE PROJECT MANAGEMENT UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610 1595 MAIL SERVICE CENTER RALEIGH NC 27699 Website: www.ncdot.gov Project Tracking No.: 18-09-0014 r-� One Mile Radius (Shaded) Around PrgectArea ; - IV k } Q 2636 ' l� • Q - i APE (Red) __ 4 ockview • rt L;r . a�.Vl'4i 4L . atk ?Ao..tim r1 AL f m o�1<' :..'�Nn 5 000 N Feet ii 1500 ''� Puneombe County F.latars Figure 1. Topographic Setting of the Project Area, Barnardsville (2013), NC, USGS 7.5' Topographic Quadrangle. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 5of11 Project Tracking No.: 18-09-0014 Project fpfi�:- �Z:z \,\\ Area . r FIN 00 4 r+� q�u Figure 2. The 1902 Mount Mitchell USGS topographic map showing the location of the project area. r■ ' - Project AreaP1 F4 { � ■ •_ ■ • Rs e PR ■ r ��1•i1I�• '�4 Rs Figure 3. The 1920 Soil Map for Buncombe County showing the location of the project area. NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 6of11 Project Tracking No.: 18-09-0014 Project Area � J � • �. AI V f ■ r 9 0 _ --� • 1 i r Figure 4. The 1938 North Carolina State Highway Map for Buncombe County showing the location of the project area. NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 7of11 Project Tracking No.: 18-09-0014 Figure 5. Aerial View of the project area showing soils, contours, development, and ST placement. NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 8of11 NEPA/SEPA Document Type I and II Ground Disturbing Categorical Exclusion Action Classification Form STIP Project No. WBS Element Federal Project No. B-6016 48209.1.1 BRZ-1781 (001) A. Project Description: (Include project scope and location, including Municipality and County. Refer to the attached project location map and photos.) Bridge Replacement for Bridge 100142 over Martin Creek on SR 2027 (Martin's Creek Road), Buncombe County, NC. The bridge will be replaced with a single span bridge. B. Description of Need and Purpose: The project is needed to replace a structurally deficient bridge. C. Categorical Exclusion Action Classification: (Check one) ❑X TYPE ❑ TYPE II D. Proposed Improvements — 28. Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation to replace existing at -grade railroad crossings, if the actions meet the constraints in 23 CFR 771.117(e)(1-6). E. Special Project Information: (Provide a description of relevant project information, which may include: vicinity map, costs, alternative analysis (if any), traffic control and staging, and resource agency/public involvement). The project will use stage construction and maintain one travel lane with temporary signals. 1 F. Project Impact Criteria Checklists: Type I & II - Ground Disturbing Actions FHWA APPROVAL ACTIVITIES THRESHOLD CRITERIA If any of questions 1-7 are marked "yes" then the CE will require FHWA approval. Yes No 1 Does the project require formal consultation with U.S. Fish and Wildlife ❑ Service (USFWS) or National Marine Fisheries Service (NMFS)? 2 Does the project result in impacts subject to the conditions of the Bald and ❑ Golden Eagle Protection Act (BGPA)? 3 Does the project generate substantial controversy or public opposition, for any ❑ reason, following appropriate public involvement? 4 Does the project cause disproportionately high and adverse impacts relative to ❑ low-income and/or minority populations? 5 Does the project involve a residential or commercial displacement, or a ❑ substantial amount of right of way acquisition? 6 Does the project require an Individual Section 4(f) approval? ❑ ❑X Does the project include adverse effects that cannot be resolved with a 7 Memorandum of Agreement (MOA) under Section 106 of the National Historic ❑ Preservation Act (NHPA) or have an adverse effect on a National Historic Landmark (NHL)? If any of questions 8 through 31 are marked "yes" then additional information will be required for those questions in Section G. Other Considerations Yes No Does the project result in a finding of "may affect not likely to adversely affect" 8 for listed species, or designated critical habitat under Section 7 of the ❑X ❑ Endangered Species Act (ESA)? 9 Does the project impact anadromous fish? ❑ ❑X Does the project impact waters classified as Outstanding Resource Water 10 (ORW), High Quality Water (HQW), Water Supply Watershed Critical ❑ Areas, 303(d) listed impaired water bodies, buffer rules, or Submerged Aquatic Vegetation (SAV)? 11 Does the project impact waters of the United States in any of the designated ❑ mountain trout streams? 12 Does the project require a U.S. Army Corps of Engineers (USACE) Individual ❑ ❑X Section 404 Permit? 13 Will the project require an easement from a Federal Energy Regulatory ❑ Commission (FERC) licensed facility? 14 Does the project include a Section 106 of the NHPA effects determination ❑ other than a no effect, including archaeological remains? Other Considerations (continued) Yes No 15 Does the project involve hazardous materials and landfills? ❑ ❑x Does the project require work encroaching and adversely affecting a 16 regulatory floodway or work affecting the base floodplain (100-year flood) ❑ elevations of a water course or lake, pursuant to Executive Order 11988 and 23 CFR 650 subpart A? Is the project in a Coastal Area Management Act (CAMA) county and ❑ 17 substantially affects the coastal zone and/or any Area of Environmental Concern (AEC)? 18 Does the project require a U.S. Coast Guard (USCG) permit? ❑ 0 19 Does the project involve construction activities in, across, or adjacent to a ❑ designated Wild and Scenic River present within the project area? 20 Does the project involve Coastal Barrier Resources Act (CBRA) resources? ❑ 0 21 Does the project impact federal lands (e.g. U.S. Forest Service (USFS), ❑ USFWS, etc.) or Tribal Lands? 22 Does the project involve any changes in access control? ❑ 0 23 Does the project have a permanent adverse effect on local traffic patterns or ❑ community cohesiveness? 24 Will maintenance of traffic cause substantial disruption? ❑ 0 Is the project inconsistent with the STIP or the Metropolitan Planning 25 Organization's (MPO's) Transportation Improvement Program (TIP) (where ❑ 0 applicable)? Does the project require the acquisition of lands under the protection of Section 6(f) of the Land and Water Conservation Act, the Federal Aid in Fish 26 Restoration Act, the Federal Aid in Wildlife Restoration Act, Tennessee Valley ❑ Authority (TVA), or other unique areas or special lands that were acquired in fee or easement with public -use money and have deed restrictions or covenants on the property? 27 Does the project involve Federal Emergency Management Agency (FEMA) ❑ buyout properties under the Hazard Mitigation Grant Program HMGP ? 28 Does the project include a de minimis or programmatic Section 4(f)? ❑ 0 29 Is the project considered a Type I under the NCDOT's Noise Policy? ❑ 0 30 Is there prime or important farmland soil impacted by this project as defined by ❑ 0 the Farmland Protection Policy Act FPPA ? 31 Are there other issues that arose during the project development process that ❑ affected the project decision? G. Additional Documentation as Required from Section F 8. The Northern Long-eared Bat (NLEB) is listed as a threatened species on the current U.S. Fish and Wildlife Service (USFWS) list of protected species in Buncombe County. However, the project study area is not located within a county or watershed know to contain NLEB hibernation or maternity roost sites. Therefore, the project has met the criteria required for the USFWS 4(d) Rule, and any associated take is exempt. Due to the exemption under the 4(d) 3 ruling, it has been determined that the proposed project "May Affect, Not Likely to Adversely Affect" the NLEB. The Gray bat is listed as endangered on the USFWS list of proposed species for Buncombe County. The bridge was surveyed for signs of bat presence/usage on April 2, 2019 and no evidence of either was found. Due to the stream size, structure type (steel beams), no evidence of bat usage, and distance from a large river, the project will have "No Effect" on the gray bat. 10 and 11. Martin Creek is within a Corps Designated Trout Watershed and is Class WS-II, Trout, HQW by NC DEQ. Since the project is bridge to bridge, stream impacts will be limited to bank stabilization, if necessary. 12 H. Project Commitments Buncombe County Bridge 100142 Federal Project No. BRZ-1781(001) WBS No. 48209.1.1 TIP No. B-6016 The project is not likely to affect any properties or archaeological sites listed or eligible for listing on the National Register of Historic Places. NCDOT will complete Section 106 Tribal consultation following completion of the design. All activities will follow NCDOT best management practices for erosion control. Categorical Exclusion Approval STIP Project No. WBS Element Federal Project No. Prepared By: LP 'luSigned by: 4/10/2019 'fn� z'-6��EB�4-1 1... Date Roger D. Bryan Division Environmental Officer Prepared For: Reviewed By: 4/11/2019 Date B-6016 48209.1.1 BRZ-1781 (001) Division 13 North Carolina Department of Transportation DocuSigned by: �D3FED3�•7-B4C{t... M.K. Calloway Division Bridge Program Manager If all of the threshold questions (1 through 7) of ❑X Approved Section F are answered "no," NCDOT approves this Categorical Exclusion. Certified 4/11/2019 Date If any of the threshold questions (1 through 7) of Section F are answered "yes," NCDOT certifies this Categorical Exclusion. DocuSigned by: F_F.UF_...... Steve Cannon, P.E. Project Development Engineer FHWA Approved: For Projects Certified by NCDOT (above), FHWA signature required. Date John F. Sullivan, III, PE, Division Administrator Federal Highway Administration 9 Project Tracking No.: 18-09-0014 NO NATIONAL REGISTER OF HISTORIC PLACES aQ _ ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES OVA PRESENT FORM This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not valid for Historic Architecture and Landscapes. You must consult separately with the Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No: B-6016 County: Buncombe WBS No: 48211.1.1 Document: CE F.A. No: BRZ-2027(001) Funding: ❑ State ® Federal Federal Permit Required? ® Yes ❑ No Permit Type: USACE Project Description: The project calls for the replacement of Bridge No. 142 on SR 2027 (Martins Creek Road) over Martin Creek in Buncombe County (TIP B-6016). The archaeological Area of Potential Effects (APE) for the project is defined as an approximately 600 foot (182.88 m) long corridor running3 00feet (91.44 m) north and south from the center of the bridge. The corridor is approximately 100 feet (30.48 m) wide extending 50 feet (15.24 m) from either side of the centerline. SUMMARY OF ARCHAEOLOGICAL FINDINGS The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject project and determined: ® There are no National Register listed or eligible ARCHAEOLOGICAL SITES present within the project's area of potential effects. (Attach any notes or documents as needed) ❑ No subsurface archaeological investigations were required for this project. ® Subsurface investigations did not reveal the presence of any archaeological resources. ® Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. ® All identified archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Iof11 Project Tracking No.: 18-09-0014 SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: NC DOT has conducted an archaeological investigation for the proposed replacement of Bridge No. 142 in Buncombe County, North Carolina. The project area is located north of Asheville and south of Burnsville and plotted in the southern portion of the Barnardsville USGS 75 topographic quadrangle (Figure 1). Background Research A site files search was conducted by Casey Kirby at the Office of State Archaeology (OSA) on September 13, 2018. No known archaeological sites are identified within the APE, and no previous investigations or reviews have been carried out within the project area. However, four sites (31BN50-31BN53) are recorded within a mile of the bridge. These sites were all report to the University of North Carolina at Chapel Hill by local residents but were never formally investigated. As a result, information is limited. The sites yielded precontact material and are situated either on the Martin Creek or North Fork Ivy Creek floodplain in a setting like that of the current project area. According to the North Carolina State Historic Preservation Office online data base (HPOWEB 2018), there are no known historic architectural resources within the APE that may yield intact archaeological deposits. County and regional maps prior to the 20th century that were inspected provide only general details concerning the region illustrating just major roads and settlements. The 1902 USGS Mount Mitchell topographic map is one of the first to provide a reliable location for the project (Figure 2). This map depicts a road similar to the modern road alignment with a crossing over Martin Creek near the current bridge. Structures are also plotted north and south of this crossing, but likely outside of the project area. The 1920 Soil Map for Buncombe County, however, illustrate the same road but places it further west with no crossing over Martin Creek (Perkins et al. 1920) (Figure 3). This may be an inaccurate depiction as the later 1938 North Carolina State Highway Map for Buncombe County returns the crossing to current placement (NCSHPWC 1938) (Figure 4). The USDA soil survey map for Buncombe County shows the project area made up mostly of the Dellwood- Reddies complex (USDA NRCS 2018) (Figure 5). This soil series is typically found on floodplains with a slope of 0 to 3 percent. It is subject to occasionally flooding and is considered moderately well drained. The hillside to the northeast is composed of Tate loam (TaD), but the neighboring Edneyville-Chestnut complex (EdE) likely extends into this area as well. Both are well drained with the Tate series sloped at 15 to 30 percent and the Edneyville-Chestnut complex at 30 to 50 percent. According to the contour image and confirmed by the field investigation, these soils cover a wider area than what is depicted on the soil map. The steeply sloped soils occupy the entire northeast quadrant. Soils with a slope of 15 percent or more are not suitable for most early settlement activities, but the floodplain soils, which are dry and level, are favorably for occupation. Fieldwork Results The archaeological field reconnaissance and survey for the replacement of Bridge No. 142 was carried out on October 1, 2018. This included systematic shovel testing at 20-meter (ca. 65.62 feet) intervals in the northwest quadrant and two judgmental tests south of the bridge. Closer interval shovel tests were not possible due to obstructions such as plants, trees, private drives, and a buried septic tank. Additional testing was determined not necessary south of the bridge after observing that soils had been modified through earth moving activities. Therefore, only two judgmental tests were excavated to record soil composition. A surface inspection was conducted in the southwest quadrant, since this was the only area "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 2of11 Project Tracking No.: 18-09-0014 exposed. No resources were observed on the surface. Furthermore, no shovel testing occurred in areas with obvious disturbance, along steep slope of 15 percent or more, or in areas covered by impervious surfaces such as pavement. A total of six shovel tests (STs) were excavated of which none yielded cultural material (see Figure 5). Bridge No. 142 and Martins Creek Road run basically north to south over Martins Creek, which flows south into North Fork Ivy Creek (see Figure 5). These waterways are part of the French Broad drainage basin. The project area is rural consisting of residential lawns, houses, and a forested hillside. A floodplain is south of the bridge, and a sloping terrace is to the northwest. Martins Creek is just east of the road in the southeast quadrant; while in the northwest quadrant, it extends outside of the APE before bending back towards the road. The stream has been modified or straighten in the southeast quadrant. Fill material occupies the narrow strip of soil between the road and the stream at this location, which was confirmed by a subsurface test (Figure 6). A steep hillside makes up the northeast quadrant (Figure 7). It has been cut back to allow for the road. The residential property in the southwest quadrant has recently been cleared and graded surrounding the house (Figure 8). The purpose for this is unknown. A shovel test was placed in a grassy portion of the property. It contained fill to at least 50 cm (ca. 20 in) below the surface before a rock layer was encountered. The loamy fill contained metal fragments throughout and a heavy concentration of cobbles. A paved church parking lot is also present just south of this property (Figure 9). The final residential property to the northwest was only minimally disturbed, mostly from a septic tank just south of the house; however, obstructions such as plants, trees, and gravel drives prevented closer interval testing (Figure 10). The soil stratigraphy in the northwest quadrant consisted of two layers. In the two shovel tests just south of the private drive, the surface layer is a dark yellowish brown (1 OYR 4/4) sandy clay loam that is 25 to 30 cm (ca. 10 to 12 in) thick. This is followed by subsoil, which is a brown (7.5YR 4/4) clay loam. In the two northern shovel tests, soil erosion has reduced the surface layer to less than 5 cm (ca. 2 in) thick. Subsoil is also a reddish brown (5YR 4/4) clay in this portion of the project area. Summary and Recommendations The archeological investigations for the proposed replacement of Bridge No. 142 in Buncombe County identified no archaeological resources within the APE. The area south of the bridge is disturbed consisting of fill, while the northeast is steeply sloped. The property to the northwest is minimally disturbed, but testing yielded negative results. No further archaeological work is recommended for this bridge replacement project. However, if design plans change to impact areas outside of the APE, then further archaeological work will be required. SUPPORT DOCUMENTATION See attached: ® Map(s) ❑ Previous Survey Info ® Photos ❑Correspondence Signed: 11/29/18 C. Damon Jones Date NCDOT ARCHAEOLOGIST "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 3of11 Project Tracking No.: 18-09-0014 REFERENCES CITED HPOWEB 2018 North Carolina State Historic Preservation Office GIS Web Service. hiip:HgisNCDCR.gov/hpoweb/. Accessed September 21, 2018. North Carolina State Highway and Public Works Commission (NCSHPWC) 1938 North Carolina State Highway Map for Buncombe County, North Carolina State Highway and Public Works Commission, Raleigh. Perkins, Samuel, Robert Devereux, Samuel Davidson, and William Davis 1920 Soil Map for Buncombe County, North Carolina. U.S. Department of Argiculture, Government Printing Office, Washington D.C. On file at North Carolina Collections, University of North Carolina, Chapel Hill. United States Department of Agriculture Natural Resources Conservation Services (USDA NRCS) 2018 Buncombe County Soil Survey. Available online at hllp://webosilsurvey.nres.usda.gov/app/. Accessed September 21, 2018. United States Geological Survey (USGS) 1902 Mount Mitchell, North Carolina -Tennessee 30 minute quadrangle map. Reprinted in 1932. 2013 Barnardsville, North Carolina 7.5 minute quadrangle map. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 4of11 Project Tracking No.: 18-09-0014 One Mile Radius (Shaded) 1 f Around PrgectArea ! � o r { r� �f 4�4 Q- {• / X �} aX L I42 0 26316— ti►:' _- APE (Red) •7 ' z•Nart�arlt antaiu '+ �I ' NS (tffii4J ~ c _ It ,� - ;�.- �`-•�. _���� ,sr{,{ � 0 5.000 N Feet ,N E 0 1.500 Buncombe County Meters IS Figure 1. Topographic Setting of the Project Area, Barnardsville (2013), NC, USGS 7.5' Topographic Quadrangle. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 5ofII Project Tracking No.: 18-09-0014 %V0 M 4 i - WA Project ,� of Area �. --�. nK Figure 2. The 1902 Mount Mitchell USGS topographic map showing the location of the project area. Project AreaY_ op 1 r Rs Figure 3. The 1920 Soil Map for Buncombe County showing the location of the project area. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 6of11 Project Tracking No.: 18-09-0014 Project Area J r 000 -j Ir M Figure 4. The 1938 North Carolina State Highway Map for Buncombe County showing the location of the project area. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 7of11 Project Tracking No.: 18-09-0014 APE (Red) STs Soils Contour at 4 feet 1, 200 N 0 50 Feet U4+ E 6bacombe County Meters 5 Figure 5. Aerial View of the project area showing soils, contours, development, and ST placement. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 8of11 Project Tracking No.: 18-09-0014 Figure 6. Area of fill between the road and Martins Creek in the southeast quadrant, looking south. Figure 7. View of the hillside in the northeast quadrant, looking south. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 9of11 Project Tracking No.: 18-09-0014 Figure 8. Residential property in the southwest quadrant showing cleared ground surface, looking south. Figure 9. Church parking lot in the southwest quadrant, looking west. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 10 of 11 �•{ 'Y��3'�•j� ..�'.���'. .`-ice. .. _. , _ r' i . ..�• �: ��`i:r Y��':.�:'�'�-� ���;ti;� .. y..:' - .. jai •.' .s - Project Tracking No. (Internal Use) 18-09-0014 Get HISTORIC ARCHITECTURE AND LANDSCAPES LID r, NO SURVEY REQUIRED FORM 4, �' I This form only pertains to Historic Architecture and Landscapes for this project. It ►r is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: 13-6016 County: Buncombe WBS NVo.: 48211.1.1 Document Type: CE Fed. Aid No: BRZ-2027(001) Funding: ❑ State Federal Federal Permits : Yes No Permit Type(s): USACE Pro►ect Description. Replace Bridge No. 142 on SR 2027 (Martins Creek Road) over Martins Creek. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Description of review activities results and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on September 12, 2018. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in the Area of Potential Effects, which is 300' from each end of the bridge and 75' from the centerlinc each way. All properties were surveyed through Google Street view, and there are no properties over fifty years of age eligible for National Register listing. Bridge No. 142 is not eligible for NR listing_ There are no National Register listed or eligible properties and no survey is required. If design plans change, additional review will be required. Why the available information Provides a reliable basis for reasonably redictin that there are no unidentified significant historic architectural or landscape resources in the Proket area: HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the Buncombe County survey, Buncombe County GISI'Tax information, and Google Maps are considered valid for the purposes of determining the likelihood of historic resources being present. There are no National Register listed or eligible properties within the APE and no survey is required. SUPPORT DOCUMENTATION Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Hi st ric rchitecture and Landscape --NO SURVEY REQUIRED NCDOT Architectural Historian Date Historic Archifecture and Laadveapes NO SURYEY REQU1Rh5'D fnrnr for Minor Transpor+afion Yrafecis -as Qeatif7ed m the,7007 PragrrNunraetc 4greeurenr. Page 1 of 4 Project Location. HistoricArchileclure and I.andscwpes NO SURVEY REQUIRED form far Minor Tmnsporia+ian Projects as Qbali, jied in the 2007 Programmatic Agrxremrrie. Page 2 of 4 State Historic Preservation Office GIS. Historic Archnecture and Landscapes NO SURVEY REQUIRED, Jorm.Jur Minor hvnspurraWn Yrojeers as Qaahfred in the 2007 PruKrammaricAgmemem. Page 3 of 4 looking northeast on Martins Creek !toad towards Bridge No. 142. Looking southwest on Martins Crock Road: towards Bridge No. 142. HisiorrcArchirecrrrre and Landscapes NO SURkWY RT:QUIREI) form forA9inor 7'Mnsporrartan Projects ar Qawfifivd hi the 2007 Programmarkrlgrremenr. Page 4 of 4