20191467 Ver 1_PA 17-03-0001 Granville (NSR)_20191029

Project I racking No.:
17-03-0001
to 40 NO ARCHAEOLOGICAL SURVEY REQUIRED 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 ",_G ; �+
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: Bridge 143
WBS No: 46037.1.1
F.A. No:
Federal Permit Required?
County:
Document
Granville
MCC
Funding: ® State ❑ Federal
® Yes ❑ No Permit Type: unknown
Project Description: Replacement of Bridge 143 over Johnston Creek on SR 1442 (Dave Winston Road)
in Granville County, North Carolina. The archaeological Area of Potential Effects (APE) measures 600ft
in length (300ft from each bridge end -point) and 150ft in width (7511 from each side of the SR 1442
center -line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Permitting and funding information was reviewed for determining the level of archaeological input required by
state and federal laws. Based on the submitted "request for cultural resources review" form, the project is state -
funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act will apply.
Next, construction design and other data was examined (when applicable) to define the character and extent of
potential impacts to the ground surfaces embracing the project locale. The APE was designed to capture any
federal permit areas.
Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology
(OSA) on Thursday, March 9, 2017. No previously documented archaeological sites are located in the APE or
directly adjacent.
Examination of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD),
Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the NCSHPO website
is important in establishing the location of noteworthy historic occupations related to a perspective construction
impact area. A cross-check of these mapped resources concluded that no meaningful historic properties with
possible contributing archaeological elements were located inward of the archaeological APE margins. In addition,
historic maps of Granville County were appraised to identify former structure locations, land use patterns, or other
confirmation of historic occupation in the project vicinity. Archaeological/historical reference materials were
inspected as well. In general, the cultural background review established that no NRHP listed properties, previously
recorded archaeological sites, or cemeteries are located within the APE. Based on cultural -historical factors, the
APE is considered to have a low potential for the documentation of archaeological resources.
Further, topographic, geologic, flood boundary, and NRCS soil survey maps (GeC, TaE) were referenced to evaluate
pedeological, geomorphological, hydrological, and other environmental determinants that may have resulted in
past occupation at this location. Aerial and on -ground photographs (NCDOT Spatial Data Viewer) and the Google
Street View map application (when amenable) were also examined/utilized for additional assessment of
disturbances, both natural and human induced, which compromise the integrity of archaeological sites.
Environmental/impact factors do not suggest a heightened potential for archaeological resource recovery.
"No ARCHAEOLOGY SURVEY RLOUIRGD " form jor the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
1 of 2

Project ]racking No.:
17-03-0001
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
No documented cultural resources are contained within the current APE limits for this bridge replacement project
in Granville County, North Carolina. Environmental and cultural -historical factors do not suggest a heightened
potential for archaeological resource recovery. The entire APE in underlain water or poorly drained soils. Intact
NRHP archaeological sites are unlikely to be present or preserved within the currently defined APE. No further
consultation is advocated. A finding of "no archaeological survey required" is considered appropriate.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
NCDOT
❑ Photos ❑Correspondence
Other:
—14
"No ARCHAL•'OLOGY SURVEY R1,QU/RED "form jor the Amended Hinor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
2 of 2

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ARC-GIS image relating the boundaries and location of the Area of Potential Effects (APE) in Granville County, North Carolina.

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GeC—Georgeville silt loam, 6 to 10 percent slopes
Map Unit Setting
• National map unit symbol: 2vy6n
• Elevation: 160 to 820 feet
• Mean annual precipitation: 43 to 47 inches
• Mean annual air temperature: 57 to 61 degrees F
• Frost free period: 200 to 230 days
• Farmland classification: Farmland of statewide importance
Map Unit Composition
• Georgeville and similar soils: 90 percent
• Minor components: 10 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Georgeville
Setting
• Landform: Hillslopes
• Landform position (two-dimensional): Backslope, shoulder
• Landform position (three-dimensional): Side slope
• Down -slope shape: Convex
• Across -slope shape: Convex
• Parent material: Residuum weathered from metavolcanics and/or residuum weathered from argillite and/or
residuum weathered from phyllite and/or residuum weathered from sericite schist
Typical profile
• Ap - 0 to 7 inches: silt loam
• BE - 7 to 10 inches: silty clay loam
• Bt -10 to 44 inches: clay
• BC - 44 to 53 inches: silty clay loam

• C - 53 to 80 inches: loam
Properties and qualities
• Slope: 6 to 10 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Well drained
• Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water storage in profile: High (about 9.2 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 3e
• Hydrologic Soil Group: B
• Hydric soil rating: No
Minor Components
Tarrus
• Percent of map unit: 10 percent
• Landform:lnterfluves
• Landform position (two-dimensional): Shoulder, backslope
• Landform position (three-dimensional): Interfluve
• Down -slope shape: Convex
• Across -slope shape: Convex
• Hydric soil rating: No
TaE—Tatum loam, 10 to 25 percent slopes
Map Unit Setting
• National map unit symbol: 3sc5
• Elevation: 200 to 1,400 feet
• Mean annual precipitation: 37 to 60 inches
• Mean annual air temperature: 59 to 66 degrees F
• Frost free period: 200 to 240 days
• Farmland classification: Not prime farmland
Map Unit Composition
• Tatum and similar soils: 90 percent
• Minor components: 10 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Tatum
Setting
• Landform: Hillslopes on ridges
• Landform position (two-dimensional): Backslope
• Landform position (three-dimensional): Side slope
• Down -slope shape: Linear
• Across -slope shape: Convex
• Parent material: Residuum weathered from metavolcanics and/or argillite
Typical profile
• Ap - 0 to 8 inches: silt loam
• et - 8 to 50 inches: clay loam
• Cr - 50 to 80 inches: weathered bedrock
Properties and qualities
• Slope: 10 to 25 percent
• Depth to restrictive feature: 40 to 60 inches to paralithic bedrock
• Natural drainage class: Well drained
• Runoff class: High

NCSHPO website map illustrating the generalized location of the APE and nearby historic properties in
Granville County, North Carolina.

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