20190093 Ver 1_B-5654 PA 16-01-0162 Johnston (NSR)_20190122

Project Tracking No.:
16-01-0162
o����� NO ARCHAEOLOGICAL SURVEY RE UIRED FORM :� 'i�?�
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t.; .� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �� � �
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���_!,;,� Historic Architecture and Landscapes Group. ��a
PROJECT INFORMATION
Project No.
WBS No:
F.A. No.
B-5654
45609.1.1
County: Johnston
Document.• MCDC
Funding: ❑ State � Federal
� Yes ❑ No Permit Type: NWP3/14
BRZ-1500(004)
Federal Permit Required?
Project Descriptioh: Replacement of Bridge No. 141 over White Oak Creek on SR1550 in Johnston
County, North Carolina. The archaeological Area of Potential Effects (APE) measures 600ft in length
(300ft from each bridge end-point) and 150ft in width (75ft from each side of the SR1550 center-line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
First, permitting and funding information was reviewed for determining the level of archaeological input required
by state and federal laws. Based on the submitted "requesf for cultural resources review" form, the project is
federally-funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act will
appiy and the Federal Highway Administration (FHwA) 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 Tuesday, February 9, 2016. No previously documented
archaeological sites are located within the APE.
Historic structure locations often harbor archaeological deposits and features related to the former occupation of
a property. 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 Johnston
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 Archaeological/historical reference materials were inspected as well.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, lidar and NRCS soil survey maps (Wt, GoA) 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 ARCHAL•OLOGY SURVEY REQU/RLD" form jor (he Amended Minor Transportation Projec�s a.r Qualifred in the 2015 Programmatic Agreement.
1 of 2

Project Tracking No.:
16-01-0162
Brief Explanation of why the available inforrnation 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 the B-5654 bridge replacement
project in Johnston County, North Carolina. Soil data and topographic/flooding maps confirm that the majority of
the APE is underlain by frequently flooded and poorly drained soil types. In such a context, NRHP archaeological
sites are unlikely to be present or preserved. 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
❑ Photos ❑Correspondence
Other:
FINDING BY NCDOT ARCHAEOLOGIST
O ARCHAEOLOGYSURVEYREQUIRE
...
'to� 6
"No ARCHAh.'O/.OGY SUR�EY RGQU/RED"form for Ihe ArnendedMinor Transporlation Projects os Qua/ified in 7he 20/5 Progrananalic Agreenrent.
2of2

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GoA—Goldsboro sandy loam, 0 to 2 percent slopes
Map Unit Setting
• National map unit symbol: 3t4c
• Elevation: 80 to 330 feet
• Mean annual precipitation: 38 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 210 to 265 days
• Farmland classification: All areas are prime farmland
Map Unit Composition
• Goldsboro and similar soils: 90 percent
• Minorcomponents: 2 percent
• Estimates are based on observations, descriptions, and [ransecTs of the mapunit.
Description of Goldsboro
Setting
• Landform: Flats on marine terraces, broad interstream divides on marine terraces
• Landform position (two-dimensionalJ: Summit
• Down-slope shape: Linear
• Across-slope shape: Linear
• Parent material: Loamy marine deposits
Typical profile
• Ap - 0 to 8 inches: sandy loam
• E- 8 to 15 inches: sandy loam
• Bt - 15 to 45 inches: sandy clay loam
• Btg - 45 to 80 inches: sandy clay loam

Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage c/ass: Moderately well drained
• Runoff class: Very low
• Capacity of the most limi[ing layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: About 24 to 36 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available waterstorage in profile: Moderate (about 8.0 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigatedJ: 2w
• Hydrologic Soil Group: B
Minor Components
Rains, undrained
• Percent of map unit: 2 percent
• Landform: Flats on marine terraces, carolina bays on marine terraces, broad interstream divides on marine terraces
• Landform position (two-dimensionalJ: Summit
• Down-slope shape: Linear
• Across-slope shape: Linear
Wt—Wehadkee loam, 0 to 2 percent slopes, frequently flooded
Map Unit Setting
• National map unit symbol: 3t51
• 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
• Wehadkee, undrained, andsimilarsoils: 85 percent
• Wehadkee, drained, andsimilarsoils: 5 percent
• Minor components: 8 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wehadkee, Undrained
Setting
• Landform: Depressions on flood plains
• Down-slope shape: Concave
• Across-slope shape: Linear
• Parentmaterial: Loamy alluvium derived from igneous and metamorphic rock
Typical profile
• A- 0 to 8 inches: loam
• Bg - 8 to 43 inches: sandy clay loam
• Cg - 43 to 80 inches: sandy loam
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Poorly drained
• Runoff class: Ponded
• Capacity of the most limiting layer to transmit water (Ksot): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: About 0 to 12 inches
• Frequency of flooding: Frequent
• Frequency of ponding: None

• Available waterstorage in profile: High (about 9.9 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 6w
• Hydrologic Soil Group: B/D
Description of Wehadkee, Drained
Setting
• Landform: Depressions on flood plains
• Down-slope shape: Concave
• Across-slope shape: Linear
• Parent material: Loamy alluvium derived from igneous and metamorphic rock
WoD—Wedowee sandy loam, 8 to 15 percent slopes
Map Unit Setting
• National map unit symbol: 3t5k
• Elevation: 200 to 1,400 feet
• Mean annual precipitation: 37 to 60 inches
• Mean annual air temperature: 50 to 66 degrees F
• Frost free period: 160 to 240 days
• Farmland classification: Farmland of statewide importance
Map Unit Composition
• Wedowee and similarsoils: 80 percent
• Minorcomponents: 13 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wedowee
Setting
• Landform: Hillslopes on ridges
• Landform position (two-dimensionalJ: Backslope
• Landform position (three-dimensional): Side slope
• Down-slope shape: Linear
• Across-slope shape: Convex
• Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
• Ap - 0 to 7 inches: sandy loam
• BE - 7 to 10 inches: clay loam
• Bt -10 to 26 inches: clay
• BC - 26 to 36 inches: clay loam
• C- 36 to 80 inches: sandy clay loam
Properties and qualities
• Slope: 8 to 15 percent
• Depth Yo restrictive feature: More than 80 inches
• Natural drainage class: Well drained
• Runoff class: Medium
• Capacity of the most limiting layer Yo transmit water (KsatJ: Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: More than 80 inches

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