HomeMy WebLinkAbout20160955 Ver 1_PA 16-04-0019 Randolph (NSR)_20161004Project Tracking No.:
16-04-0019
o��'��� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM �-�
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' q'' ��� This form only pertains to ARCHAEOLOGICAL RESOURCES far this project. It is not G��? �
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o�o,,� valid for Historic Architecture and Landscapes. You must consult separately with the + �
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��..��`��� Historic Architecture and Landscapes Group. ��! 4�
PROJECT INFORMATION
Project No:
WBS No:
F.A. No:
SR2182
17BP.8.R.101
Federal Permit Required?
County: Randolph
Document.• MCDC
Funding: � State ❑ Federal
� Yes ❑ No Permit Type: NWP 14
Project Description: The replacement of Bridge No. 371 over Penwood Branch on SR2182 in Randolph
County, North Carolina. The archaeological APE is centered upon the bridge structure and "measures
600ft in length (300ft from each bridge end-point) and 150ft in width (75ft from each side of the SR2182
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 entirely
state-funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act will
apply and the United States Army Corp of Engineers (USACOE) will serve as the lead federal agency. 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. Once an APE was outlined, a map review
and site file search was conducted at the Office of State Archaeology (OSA) on Thursday, April 21, 2016. No
previously documented archaeological sites are located in the APE limits or directly proximal.
An inspection of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD),
Determined Eligible (DE), and Surveyed Site (SS) properties employing the NCSHPO website evidenced an absence
of these historic resources within the immediate project area. In addition, historic maps of Randolph County were
appraised to further 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, lidar and NRCS soil survey maps (GaC) 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. Aerial
photography and soil data suggest a low potential for archaeological artifact recovery at this location.
"No ARCHAF,OLOGY SURVEY REQUIRL•D "fa•m for !he AmendedMrnor Transportation Projects as Qualified in /he 20/S Progranrina(ic Agreemenl.
1 of 2
Project Tracking No.:
16-04-0019
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 APE and federal permit area are characterized by residential disturbances along the northern portion of
SR2182. The southern portion of the APE is typified by impacts related to the construction and maintenance of the
SR2182 right-of-way. NRHP eligible archaeological deposits are unlikely to be present or preserved. No further
archaeological input or work will be necessary for this state-funded NCDOT project. 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
OARCHAEOLOGYSURVEYRE UIRED
.
❑ Photos ❑Correspondence
Other:
�'>/l0� �
"No ARCHAEOl,OGY SURVLY REQUIRED"form far the Amended Minor Transporta�ion Projects as Qualifred in the 2015 Programmalic Agreenrenl.
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GaC—Georgeville silt loam, 8 to 15 percent slopes
Map Unit Setting
• National map unit symbol: 3y6g
• Elevation: 200 to 950 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 dassification: Farmland of statewide importance
Map Unit Composition
• Georgeville and similarsoils: 90 percent
• Minor components: 10 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Georgeville
Setting
• Landform: Hillslopes on ridges
• Landform position (two-dimensional): Summit, shoulder, backslope
• Landform position (three-dimensionalJ: Interfluve, side slope
• Down-slopeshape: Convex, linear
• Across-slope shape: Convex
• Parentmaterial: Residuum weathered from metavolcanics and/or argillite
Typical profile
• Ap - 0 to 5 inches: silt loam
• Bt - 5 to 50 inches: silty clay
• BC - 50 to 65 inches: silty clay loam
• C- 65 to 80 inches: loam
Properties and qualities
• Slope: 8 to 15 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Well drained
• Runoff class: Medium
• 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 waterstorage in profile: High (about 9.7 inches)
Interpretive groups
• Land capability classification (irrigatedJ: None specified
• Land capability classification (nonirrigated): 3e
• Hydrologic Soil Group: B
Minor Components
Tarrus
• Percent of map unit: 6 percent
• Landform: Hillslopes on ridges
• Landform position (two-dimensiona/J: Backslope, shoulder
• Landform position (three-dimensional): Side slope
• Down-slope shape: Linear
• Across-slope shape: Convex
Badin
• Percent of map unit: 4 percent
• Landform: Hillslopes on ridges
• Landform position (two-dimensionalJ: Shoulder, backslope
• Landform position (three-dimensional): Side slope
• Down-slopeshape: Linear
• Across-slope shape: Convex
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