HomeMy WebLinkAbout20210465 Ver 1_AR15-02-0028NoSitesPresent_20210430 Project Tracking No.:
15-02-0028
NO NATIONAL REGISTER OF HISTORIC PLACES
ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES
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-5355 County: Rockingham
WBS No: 46069.1.1 Document: PCE or CE
F.A. No: NA Funding: State Federal
Federal Permit Required? Yes No Permit Type: NA
Project Description:
NCDOT is proposing to replace Bridge No. 106 on SR 1902 (Dibrell Road) over Wolf Island Creek in
Rockingham County, North Carolina. The proposed project approximately 1,400 feet (426.72 meters)
long (centered on the mid-point of the existing bridge). The proposed ROW is approximately 200 feet
(60.96 meters) wide. The Area of Potential Effects (APE) for archaeology encompasses approximately
6.43 acres (2.6 hectares).
SUMMARY OF ARCHAEOLOGICAL FINDINGS
An archaeological survey and evaluation of the proposed replacement of Bridge No. 106 on SR 1902
(Dibrell Road) over Wolf Island Creek in Rockingham County was conducted on February 25, 2016 by
Terri Russ and Kevin Murphrey of Environmental Services, Inc. (ESI). As a result of the investigations,
no archaeological sites were located within the project’s APE. No further archaeological investigations
are needed for this project. I concur with this recommendation as the proposed bridge replacement
project will not impact significant archaeological resources. If the project expands and impacts
subsurface areas beyond the defined APE, further archaeological consultations will be necessary.
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 Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Brief description of review activities, results of review, and conclusions:
See below.
SUPPORT DOCUMENTATION
See attached: Map(s) Previous Survey Info Photos Correspondence
Signed:
March 29, 2016
NCDOT ARCHAEOLOGIST Date
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form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Bridge 106 AR15-02-0028
An archaeological survey and evaluation of the proposed replacement of Bridge No. 106 on SR 1902
(Dibrell Road) over Wolf Island Creek in Rockingham County, North Carolina was conducted on
February 25, 2016 by Terri Russ and Kevin Murphrey of Environmental Services, Inc. (Figures 1 and 2).
The proposed project approximately 1,400 feet (426.72 meters) long (centered on the mid-point of the
existing bridge). The proposed ROW is approximately 200 feet (60.96 meters) wide. The Area of
Potential Effects (APE) for archaeology encompasses approximately 6.43 acres (2.6 hectares).
Background Summary
A map review and site file search conducted by NCDOT at the Office of State Archaeology (OSA) on
March 5, 2015 revealed that no comprehensive archaeological survey of this bridge has been conducted,
and no previously recorded sites have been documented within the project’s proposed APE. A search of
the North Carolina State Historic Preservation Office online database (HPOWEB GIS Service) revealed
no previously recorded historic architectural resources located within the APE that have the potential to
yield intact archaeological deposits.
Topographic maps, aerial photography, United States Department of Agriculture (USDA) soil survey
maps, and historic maps were examined for information on natural or cultural factors that might have
affected site locations or preservation. The ca. 1910–1919 Rural Delivery Route map and 1926 Soil
Survey appear to generally show the current bridge location and road alignment (Figures 3 and 4). The
1938 Rockingham County road map appears to show two branches of Wolf Island Creek crossed by the
bridge; however, this may be the result of a map scale issue rather than an alternate bridge alignment
(Figure 5). The 1971 topographic quadrangle appears to shows the current road and bridge alignment
(Figure 6).
Environmental Setting
The APE is located within the Piedmont physiographic region and consists of the floodplain and adjacent
terraces of Wolf Island Creek. Dibrell Road (SR 1902) crosses Wolf Island Creek roughly northwest to
southeast. Stony Creek drains northeast into the Dan River.
Map units (soil series) are named for the major soil or soils within the unit, but may have minor
inclusions of other soils (NRCS 2015). The majority of the APE is mapped as Codorus loam, a
frequently flooded, somewhat poorly drained soil series encountered on floodplains (Table 1). The soils
along the terrace edges on either end of the APE are mapped as Fairview-Poplar Forest complex soils, a
moderately eroded, well drained soil complex encountered on hillslopes. A small portion of the steeply
sloping northwestern edge of the APE is mapped as Rhodhiss sandy loam.
Table 1: Project Area Soils.
Soil Name Code Slope Drainage Landform
Codorus loam, freq. flooded CsA 0–2% Somewhat Poorly Floodplains
Fairview-Poplar Forest Complex,
mod. eroded FrD2 8–15% Well Hillslopes on Ridges
Rhodhiss sandy loam RnE 15–30% Well Hillslopes on Ridges
The current archaeological investigation included pedestrian (visual) inspection and shovel testing at 15-
meter intervals within the APE. Photographs of the project area are shown as Figures 7–16. A
systematic visual inspection of the APE was undertaken to search for surface artifacts, above-ground
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resources, or other signs of cultural activity. A total of 28 shovel tests were excavated during the current
investigation (see Figure 2 for shovel test locations). The APE was divided into four quadrants (e.g.,
northeast, southeast) based roughly on their locations relative to the bridge. Each quadrant of the APE is
described below.
Northwest Quadrant
The northwest quadrant of the APE consisted of a low, saturated area adjacent to the existing, elevated
road bed (see Figures 7–8). A visual inspection of this quadrant and vicinity revealed several hunting
stands, deer carcasses, and ATV trails; no historic surface artifacts or structural remains were noted.
Thirteen shovel tests were placed in this portion of the APE (STs 1–13); all of these encountered wet soils
or standing water.
Southwest Quadrant
The southwest quadrant of the APE consisted of a fallow field and wooded area (see Figures 9–10). Like
the northwest quadrant, the majority of this area exhibited standing water or saturated soils. A tributary
runs parallel to the road and drains into of Wolf Island Creek near the bridge crossing. Of the 14 shovel
tests placed within this portion of the APE (STs 14–27), all were located within the floodplain of Wolf
Island Creek. Ten shovel tests (STs 14, 16–18, 20, 23–27) were not excavated do to disturbance, hydric
soils, or standing water. Excavated shovel tests revealed up to 45 centimeters of brown silty loam over
wet reddish brown silty clay loam. No artifacts or cultural materials were recovered during shovel testing
in this quadrant of the project’s APE.
Northeast Quadrant
The northeast quadrant of the project area consisted of a gently sloping wooded area (see Figures 11–12).
Shovel tests excavated in the southernmost portion of this quadrant of the APE (STs 28–31, 40–41)
revealed up to 25 centimeters of brown silty loam over strong brown clay subsoil. Shovel testing closer
to the creek (STs 32–39) revealed somewhat disturbed soils, with up to 30 centimeters of reddish brown
and strong brown mottled sandy clay loam and gravel over reddish brown sandy clay loam or reddish
brown wet clay loam. These disturbed soils are likely associated with the construction and elevation of
the adjacent roadbed. No artifacts or cultural materials were recovered during shovel testing in this
quadrant of the APE.
Southeast Quadrant
The majority of the southeast quadrant of the APE was located within the floodplain of Wolf Island Creek
(see Figures 13–14). The easternmost portion of this quadrant was located along the side slope of a
wooded terrace. Shovel testing in this area (STs 42–45) revealed 10 centimeters of brown loam over
strong brown loamy clay. No artifacts or cultural materials were recovered from the shovel tests. The
remaining portion of this quadrant of the APE was located within an inundated grassy field. No shovel
tests were excavated in this area due to standing water. Pedestrian inspection of this portion of the project
area revealed no surface signs of cultural activity or structural remains.
Excavated shovel tests measured 30 centimeters in diameter and were excavated to sterile subsoil,
hydric/saturated soils, the water table, or 75 centimeters below surface (whichever was encountered first).
All soils were excavated by natural levels (soil strata) and screened through a 0.25-inch hardware mesh.
No artifacts were recovered from any of the shovel tests.
Based on the results of the background research and field investigations, no archaeological resources are
located within the APE for Bridge No. 106 in Rockingham County. It is recommended that this project
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT”
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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be allowed to proceed without concern for impacts to significant cultural resources. Should the boundary
of the proposed APE be expanded or moved, additional archaeological investigations may be necessary,
as determined in consultation with the NCDOT and/or SHPO per the Programmatic Agreement.
REFERENCES CITED
National Geographic Society/ESRI
2011 Ruffin, North Carolina. I-cubed Seamless USGS Quadrangle.
Natural Resources Conservation Service (NRCS)
2015 Rockingham County, North Carolina Soil Survey. Natural Resources Conservation Service,
United States Department of Agriculture Web Soil Survey.
http://websoilsurvey.nrcs.usda.gov/ accessed 2 February 2016.
North Carolina State Highway and Public Works Commission
1938 Rockingham County Highway Map. On file, North Carolina State Archives, Raleigh.
http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/1690/rec/24 accessed 2 February
2016.
United States Bureau of Chemistry and Soils: North Carolina Department of Agriculture
1926 Soil Survey of Rockingham County, N.C. On file, North Carolina State Archives, Raleigh.
http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/1800/rec/21 accessed 2 February
2016.
United States Geological Survey (USGS)
1971 Ruffin, North, N.C., 7.5-minute topographic quadrangle map. Historical Topographic Map
Collection. http://historicalmaps.arcgis.com/usgs/ accessed 1 February 2016.
United States Post Office Department
1919 Rural Delivery Routes, Rockingham County, N.C., circa 1910s. On file, North Carolina State
Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/929/rec/14
accessed 1 February 2016.
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Figure 1. Project Location (Ruffin, NC USGS 7.5-Minute Topographic Quadrangle)
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Figure 2. Bridge No. 106 APE and Shovel Test Locations
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Figure 3. ca. 1910–1919 Rural Delivery Map of Rockingham County
Figure 4. 1926 Soils Map of Rockingham County
Approximate Project Area
Approximate Project Area
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Figure 5. 1938 Rockingham County Highway Map
Figure 6. 1971 USGS Topographic Quadrangle
Approximate Project Area
Approximate Project Area
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Figure 7. Northwest Quadrant of APE, facing Southeast from ST 4
Figure 8. Northwest Quadrant of APE, facing South from ST 10
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Figure 9. Southwest Quadrant of APE, facing South towards ST 18
Figure 10. Southwest Quadrant of APE, facing West from ST 16
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Figure 11. Northeast Quadrant of APE, facing Southeast
Figure 12. Northeast Quadrant of APE, facing North from Existing Road
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Figure 13. Southeast Quadrant of APE, facing Northwest from ST 16
Figure 14. Upland Portion of Southeast Quadrant of APE, facing Northwest
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Figure 15. Bridge No. 106, facing Southeast
Figure 16. Bridge No. 106, facing Northwest
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