HomeMy WebLinkAbout20240440 Ver 1_NCDOT Madison Tribal Consultation Request_20240319d„ss.5SA7F x
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
February 11, 2022
Russell Townsend
Tribal Historic Preservation Officer
Eastern Band of Cherokee Indians (EBCI)
2077 Governors Island Road
Bryson City, NC 28713
Acee Watt
Section 106 Coordinator
United Keetoowah Band of Cherokee Indians
PO Box 746
Tahlequah, OK 74465
Elizabeth Toombs
Tribal Historic Preservation Officer
Cherokee Nation
PO Box 948
Tahlequah, OK 74465
Dr. Wenonah Haire (via mail)
Catawba Indian Nation
Tribal Historic Preservation Office
1536 Tom Steven Road
Rock Hill, SC 29730
LeeAnne Wendt
Muscogee (Creek) Nation
P.O. Box 580
Okmulgee, OK 74447
Dear Sir/Madam,
J. ERIC BOYETTE
SECRETARY
The NC Department of Transportation is conducting project development, environmental, and
engineering studies for six (6) proposed bridge replacement projects in Madison County, NC. Bridges
23, 36, 61, 63, 87, and 152 are proposed for replacement due to structural deficiencies. The U.S. Army
Corps of Engineers (USACE) is the lead federal agency for compliance with the National Environmental
Policy Act (NEPA), and Section 106 of the National Historic Preservation Act (NHPA). A Permit is
Mailing Address: Telephone: (828) 250-3000 Location:
NC DEPARTMENT OF TRANSPORTATION Fax: (828) 251-6394 55 ORANGE STREET
DIVISION THIRTEEN Customer Service: 1-877-368-4968 ASHEVILLE, NC 28801-2340
ORANGE STREET
ASHEVILLE, NC 28801-2340
Website: www.nedot.gov
anticipated under the Section 404 Process with the USACE. Project vicinity maps for the project are
attached within the NCDOT Archaeological Reports. The Coordinates of the projects are approximately
35.845858,-82.456324 for Bridge 23, 35.871995,-82.482617 for Bridge 36, 35.833956,-82.668038 for
Bridge 61, 35.842905,-82.672344 for Bridge 63, 35.869422,-82.516787 for Bridge 87, and 35.927710,
-82.680091 for Bridge 152.
We would appreciate any information you might have that would be helpful in evaluating potential
environmental impacts of the projects including recommendation of alternates to be studied. Your
comments may be used in the preparation of a National Environmental Documentation.
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 NHPA, we will maintain strict confidentiality about certain types of information
regarding historic properties.
If you have any comments or questions concerning this project or would like any additional information,
please contact me at rdblyan2ncdot.gov or 828-250-3005. Please provide your comments by March
I Ith for inclusion in the environmental documentation.
Sincerely,
DOCUSigned by:
leo�c v V . t rr&
33212C738EB8411...
Roger D. Bryan
NCDOT Division 13 Environmental Supervisor
cc: Matt Wilkerson, NCDOT Archaeology Team Leader
Lori Beckwith, U.S. Army Corps of Engineers
Mailing Address: Telephone: (828) 250-3000 Location:
NC DEPARTMENT OF TRANSPORTATION Fax: (828) 251-6394 55 ORANGE STREET
DIVISION THIRTEEN Customer Service: 1-877-368-4968 ASHEVILLE, NC 28801-2340
ORANGE STREET
ASHEVILLE, NC 28801-2340
Wehsite: www.ncdot.gov
Project Tracking No.:
21-12-0008
oo� ARCHAEOLOGICAL SURVEY REQUIRED FORM
Q ' This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It',
+Q � is not valid for Historic Architecture and Landscapes. You must consult
separately with the Historic Architecture and Landscapes Team.
PROJECT INFORMATION
Project No: BP13-RO20 County: Madison
WBSNo: BP13.R020.1 Document: MCC
F.A. No: na Funding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: USACE
Project Description:
The project calls for the replacement ofBridge No. 36 on SR 1515 (Buckner Branch Road) over Middle Fork
Creek in Madison County. The archaeological Area of Potential Effects (APE) for the project is defined as
a 600 foot (182.88 m) long corridor running 300 feet (91.44 m) northwest and southeast along Buckner
Branch Road from the center of Bridge No. 36. The corridor is approximately 150 feet (45.72 m) wide
extending 75 feet (22.86 m) on either side of the road from its present center.
A federal permit is anticipated. As a result, this archaeological review was conducted in accordance with
Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's
Regulations for Compliance (36 CFR Part 800).
SUMMARY OF ARCHAEOLOGICAL RESOURCES REVIEW: SURVEYREQUIRED
Brief description of review activities, results of review, and conclusions:
Bridge No. 36 is located northeast of Mars Hill and southwest of Burnsville in Madison County, North
Carolina, and situated near the northern edge of the Barnardsville USGS 7.5' topographic quadrangle (Figure
1).
A site file search was conducted using data from the Office of State Archaeology (OSA) on December 29,
2021. No previously recorded archaeological sites are within the APE, but five sites (31MD337, 31MD355,
31MD358, 31MD359, and 31MD361) are within a mile of the bridge. According to the North Carolina State
Historic Preservation Office (SHPO) online data base (HPOWEB 2022), there are no known historic
architectural resources within the APE that may yield intact archaeological deposits. Topographic maps,
USDA soil survey maps, aerial photographs (NC One Map), historic maps (North Carolina maps website),
and Google Street View application were further examined for information on environmental and cultural
variables that may have contributed to precontact or historic settlement within the project limits and to assess
the level of ground disturbance.
The APE for the project runs from the northwest to the southeast along Buckner Branch Road
crossing over Middle Fork Creek at Bridge 36 (Figure 2). A confluence with an unnamed tributary
is just west of the bridge. This unnamed tributary has been modified to act as a drainage ditch
following along the southern edge of Buckner Branch Road. Another drainage ditch has been dug
east of Middle Fork Creek as well. The creek drains to the south and joins with California Creek
to form Little Ivy Creek. These waterways are part of the French Broad drainage basin. Landforms
within the APE consist of a floodplain that rises onto a gentle sloping stream terrace to the
northwest. While to the southeast, the floodplain extends to US 19, which intersections with
Buckner Branch Road. Alongside US 19, fill has been deposited over the floodplain. Just east of
US 19, the land rises sharply onto hillside slopes outside the project area. Properties consists of
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mostly hay field/meadow, but residential lawns are along the stream terrace to the northwest.
Ground disturbance appears limited to the drainage ditches and the fill.
The USDA soil survey shows the APE composed of two soil types (USDA NRCS 2022) (see Figure 2). The
floodplain is made up of French loam (FrA). This series has a slope of less than 3 percent, subject to
occasionally flooding, and considered somewhat poorly drained. Significant resources are not expected on
this soil due to persistent wetness. The stream terrace consists of Unison loam (UsB). Slope is 2 to 8 percent,
and the soil is well drained. Subsurface testing is recommended for the terrace as it is dry, fairly level, and
near fresh water making it suitable for evidence of early settlement activities.
Archaeological investigations have previous been carried out along US 19 (R-2518) at the southeastern end
of the current APE (Mohler et al. 2001; Tippet et al. 1999) (see Figure 2). Shovel tests were excavated at
20-m intervals within the US 19 corridor with no positive results in the current project limits. However,
these investigations did identify and assess four nearby sites (31MD355, 31MD358, 31MD359, and
31MD361). Sites 31MD355, 31MD359, and 31MD361 are located nearly a mile away to the north along
Middle Fork Creek. These precontact sites are situated on stream terraces made up of well drained Tate
loam. Artifacts collected were mostly lithic material from the surface and subsurface. No buried deposits
were identified with the sites suffering from light erosion and cultivation. After extensive testing, all three
were determined not eligible for the National Register. Site 31MD358 is located south of the current project
also along Middle Fork Creek. It consists of two precontact lithic artifacts from one shovel test excavated
in the floodplain. According to the landowner, a larger site is situated on the adjacent terrace, which was
outside of the US 19 corridor. It is suggested that these two artifacts were washed or moved during
cultivation into the floodplain. The site was recommended not eligible for the National Register due to no
stratigraphic integrity. Lastly, site 31MD337 is a precontact isolated find recorded by an amateur
archaeologist in 1997. This was a Guilford projectile point fragment found at the base of a hillside along
Polly Branch to the northeast. No additional work has been conducted at this site. The results of the US 19
investigations suggest that the stream terraces along Middle Fork Creek have the potential for precontact
occupations. Testing is necessary to identify and evaluated these resources.
A historic map review was also carried out. Most early maps provide only general details concerning the
region illustrating just major roads and settlements. An approximate location for the project was first
identified on the 1902 USGS Mount Mitchell topographic map (Figure 3). This map depicts roads following
alignments similar to Buckner Branch and US 19. Structures are also shown west of US 19 and southwest
of the confluence. Remnants of these structures were likely destroyed during a realignment of US 19 at a
later date. The subsequent 1936 Soil Survey Map for Madison County and later highway maps display the
current road alignment with the crossing at or near the current bridge (Hearn et al. 1936) (Figure 4). In
addition, these maps show no structures in the project area. It seems very unlikely from the maps that
significant historic resources will be encountered.
An archaeological field investigation is recommended for the proposed replacement of Bridge No. 36 in
Madison County. Dry and level soils along stream terrace to the northwest have a good probability for
precontact archaeological resources. A visual inspection followed by subsurface testing in the form of shovel
tests is needed to identify and evaluate any significant archaeological resources that may be impacted. No
shovel testing is required in areas with wet soils or severe disturbance.
This project falls within a North Carolina County in which the Catawba Indian Nation, the Eastern Band of
Cherokee Indians, the Cherokee Nation, the United Keetoowah Band of Cherokee Indians, and Muscogee
(Creek) Nation have expressed an interest. We recommend that you ensure that this documentation is
forwarded to the tribe using the process described in the current NCDOT Tribal Protocol and PA Procedures
Manual.
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SUPPORT DOCUMENTATION
See attached: ® Map(s) ❑ Previous Survey Info ❑ Photos
Other:
FINDING BY NCDOT ARCHAEOLOGIST — SURVEYREQUIRED
G.
C. Damon Jones
NCDOT ARCHAEOLOGIST
July 15, 2022
Proposed fieldwork completion date
❑Correspondence
1/18/22
Date
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REFERENCES CITED
Hearn, Edward, Eugene Goldston, William Davis, C.W. Croom, and Samuel Davidson
1936 Soil Map for Madison County, North Carolina. U.S. Department of Agriculture,
Government Printing Office, Washington D.C. On file at North Carolina Collections, University
of North Carolina, Chapel Hill.
HPOWEB
2022 North Carolina State Historic Preservation Office GIS Web Service.
ha://aisNCDCR.gov/hpoweb/. Accessed January 14, 2022.
Mohler, Paul J., Gerold F. Glover, Brian Overton, and Megan O'Connell
2001 Archaeological Survey Report Testing of Sites 31MD351, 31NDD355, 31NDD359, and
31NDD360 along the US 19 Study Corridor, Madison County, North Carolina, TIP No. R-2518.
North Carolina Department of Transportation, Raleigh.
Tippett, Lee, Nora Sheehan, Megan O'Connell, and Brian Overton
1999 Archaeological Survey of the US 19 Study Corridor, Madison and Yancy Counties, North
Carolina, TIP No. R-2518. North Carolina Department of Transportation, Raleigh.
United States Department of Agriculture Natural Resources Conservation Services (USDA NRCS)
2022 Madison County Soil Survey. Available online at
http://webosilsurvey.nres.usda.gov/app/. Accessed January 14, 2022.
United States Geological Survey (USGS)
1902 Mount Mitchell, North Carolina -Tennessee 30 minute quadrangle map. Reprinted in
1932.
2000 Bamardsville, North Carolina 7.5 minute quadrangle map.
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Figure 1. Topographic Setting of the Project Area, Barnardsville (2000), NC, USGS 7.5' Topographic
Quadrangle.
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Figure 2. Aerial photograph of the APE showing development, contours, soils, and the previously surveyed
R-2518 Corridor.
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N
•„� Project Area
Figure 3. The 1902 USGS Mount Mitchell Topographic map showing the location of the project area.
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Figure 4. The 1936 Soil Map for Madison County showing the location of the project area.
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