HomeMy WebLinkAbout20240534 Ver 1_Bridge 560152 Madison tribal consultation_20240411d„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:
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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.
21-12-0011
AN. V(i�. _.
N O ARCHAEOLOGICAL SURVEY REQUIRED FORM
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This form only pertains to ARCHAEOLOGICAL RESOURCES for this
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project. It is not valid for Historic Architecture and Landscapes. You must
consult separately with the Historic Architecture and Landscapes Team.
PROJECT INFORMATION
Project No:
WBS No:
Federal Aid No
BP13-RO24
BP 13.R024.1
na
Federal Permit Required? ® Yes ❑ No
County:
Madison
Document:
State MCC
Funding:
® State
Permit Type:
USACE
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❑ Federal
Project Description:
The project calls for the replacement ofBridge No. 152 on SR 1318 (Big Laurel Road) over Spillcorn Creek
in Madison County. The archaeological Area of Potential Effects (APE) for the project is defined as a 500-
foot (152.40 m) long corridor running 250 feet (76.20 m) north and south along Big Laurel Road from the
center of Bridge No. 152. The corridor is approximately I50 feet (45.72 m) wide extending 75 feet (22.86
m) on either side of the road from its present center.
Although this project is state funded, federal permits are anticipated. Therefore, this archaeological review
was conducted pursuant to 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 CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Bridge No. 152 is located north of Marshall in Madison County, North Carolina, and plotted near the center
of the White Rock 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 a mile of the bridge. According to the North
Carolina State Historic Preservation Office (SHPO) online data base (11POWEB 2021), 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), and historic maps (North Carolina maps
website) 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.
Bridge No. 152 and Big Laurel Road are situated roughly north to south crossing over Spillcorn Creek (Figure
2). The stream flows south and drains into Big Laurel Creek. These waterways are part of the French Broad
drainage basin. The project area is located along steep slopes that are found on either side of the creek. The
current road has been cut into the hillsides with fill deposited downslope. Aerial images show the APE as
forested.
The USDA soil survey map for Madison County reports that the hillsides are made up of the Buladean-
Chestnut complex (BnF) and the Toecane-Tusquitee complex (TsD) (USDA NRCS 2021) (see Figure 2).
Although well drained, slope is reported at 15 to 30 percent for the Toecane-Tusquitee complex and 50 to 95
percent for the Buladean-Chestnut complex. Landforms with a slope of 15 percent or more are not typically
tested, since the subsurface along these steep slopes are unlikely to yield evidence of early settlement
activities.
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A review of the site files identified no sites within a mile of the project. This is due to a lack of previous
archaeological investigations. Although further work is needed in the region, the current project area is not
likely to produce positive results for significant resources due to the steep terrain and disturbance from the
road cut.
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 1901 USGS Asheville topographic map (Figure 3). This map depicts a road following an
alignment like Big Laurel Road with a crossing at or near the current bridge. All nearby structures and features
including a mine are well away from the project area. The subsequent 1936 Soil Survey Map for Madison
County shows a similar picture as do later highway maps ([learn et al. 1936) (Figure 4). It is very unlikely
that significant historic deposits are present.
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 defined archaeological APE for the proposed replacement of Bridge No. 152 is situated along steep
mountain slopes. It is unlikely intact and significant archaeological deposits will be present within the
project area due to slopes of 15 percent or more and disturbance from the road cut. In addition, the historic
maps suggest that no former historic structures and/or features are in the area. As long as impacts to the
subsurface occur within the defined APE, no further archaeological work is recommended for the
replacement of Bridge No. 152 in Madison County. If construction should affect subsurface areas beyond
the defined APE, further archaeological consultation might be necessary.
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.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ❑ Previous Survey Info ❑ Photos ❑Correspondence
Other:
FINDING BY NCDOT ARCHAEOLOGIST: NO ARCHAEOLOGY SURVEY REQUIRED
C. Damon Jones
NCDOT ARCHAEOLOGIST II
December 30, 2021
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 Argiculture,
Government Printing Office, Washington D.C. On file at North Carolina Collections, University
of North Carolina, Chapel Hill.
HPOWEB
2021 North Carolina State Historic Preservation Office GIS Web Service.
ha://aisNCDCR.gov/hpoweb/. Accessed December 29, 2021.
United States Department of Agriculture Natural Resources Conservation Services (USDA NRCS)
2021 Madison County Soil Survey. Available online at
http://webosilsurvey.nres.usda.gov/app/. Accessed December 29, 2021.
United States Geological Survey (USGS)
1901 Asheville, North Carolina -Tennessee 30 minute quadrangle map. Reprinted in 1907.
2016 White Rock, North Carolina 7.5 minute quadrangle map.
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Figure 1. Topographic Setting of the Project Area, White Rock (2016), NC USGS T5 Topographic
Quadrangle.
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Figure 3. The 1901 USGS Asheville 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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