20180369 Ver 1_B-5663 PA 16-01-0161 Johnston (NSR)_20180314

Project Tracking No.:
16-01-0161
�o�,�i�� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM :�:':.•'�:�?��
' q'`� �,��' � This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not E�°; �
t�}��'�` valid for Historic Architecture and Landsca es. You must consult se aratel with the `��t '�� 0
otz;� P P Y
���`� Historic Arc hitecture an d Lan dscapes Group. ��.,,,,,�'��� �,
� 4�
PROJECT INFORMATION
Project No: B-5663 County: Johnston
WBSNo: 45618.1.1 Document: MCDC
F.A. No: Funding.• � State ❑ Federal
Federal Permit Required? � Yes ❑ No Permit Type: NWP3/14
Project Description: Replacement of Bridge 46 on SR1124 (Reedy Prong Church Rd) over Mill Creek in
Johnston County, North Carolina. The archaeological Area of Potential Effects (APE) is centered on the
bridge structure and measures 600ft in length (300ft from the bridge end-points) and 150ft in width (75ft
from each side of the SR1124 center-line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusioHs:
First, permitting and funding information was reviewed for determining the level of archaeological input required
by state and federal laws. Section 106 of the National Historic Preservation Act will apply because a United States
Army Corp of Engineers (USACE) permit acquisition will be necessary. 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 improvement work. As currently proposed, the project appears to constitute an in-place
replacement utilizing an off-site detour during construction activities. To account for any temporary or permanent
easements, the APE was widened an additional 90ft beyond the current 60ft. wide right-of-way.
Once an APE was defined, 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.
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 crucial 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 ofJohnston County and the project area were appraised for evidence of former structure locations,
land use patterns, or other confirmation of historic occupation at this locale.
Further, the APE was referenced on topographic, geologic, flood boundary and NRCS soil survey maps (Bb, GeB) for
the evaluation of environmental, geomorphological, hydrological, and other correlatives that may have resulted in
past occupation in the project corridor. Finally, aerial photographs (NCDOT Spatial Data Viewer & other on-line
sources) were examined and the Google Street View map application was utilized (when amenable) for gaining a
virtual, first-hand perspective of the overall study area and for assessing disturbances, both natural and human
induced, which compromise the integrity of archaeological sites/deposits.
"No ARCHALOLOGY SURVEY RL•QUIRED "fann for lhe Amended Mrnor Transporta(ion Projects as Qualifred in the 20/5 Pragramma(ic Agreemenl.
1 of 2

Project Tracking No.:
16-01-0161
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 project APE is absent of NRHP listed historic properties, previously documented archaeological sites, and
cemeteries. The proposed bridge replacement work is unlikely to affect areas outside the margins of the largely
impacted existing right-of-way. In addition, the overwhelming majority of the APE is distinguished by frequently
flooded and very poorly drained soils which hold little potential for the presence of archaeological resources. 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:
%U
"No ARCHAEOLOGY SUR�F'Y REQU/RFD"form forlhe An:endedMinor Transparlation Projec(s as Qualified in Ihe 20l5 Prograumiatrc Agreement.
2 of 2

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• Landform position (three-dimensionalJ: Crest
• Down-slope shape: Convex
• Across-slope shape: Convex
• Parent material: Clayey marine deposits
Typical profile
• Ap - 0 to 5 inches: sandy loam
• et1- 5 to 15 inches: sandy clay loam
• Bt2 -15 to 29 inches: clay
• Btg - 29 to 38 inches: clay loam
• Cg - 38 to 80 inches: sandy clay loam
Properties and qualities
• Slope: 2 to 8 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Moderately well drained
• Runoff class: Medium
• Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately high (0.00 to 0.57 in/hr)
• Depth to water table: About 18 to 30 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water storage in profile: Moderate (about 7.5 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 2e
• Hydrologic Soil Group: C
Bb—Bibb sandy loam, 0 to 2 percent slopes, frequently flooded
Map Unit Setting
• National map unit symbol: 3t3x
• 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: Not prime farmland
Map Unit Composition
• eibb, undrained, and similar soils: 80 percent
• Johnston, undrained, andsimilarsoils: 10 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Bibb, Undrained
Setting
• Landform: Flood plains
• Landform position (two-dimensionalJ: Toeslope
• Down-slope shape: Concave
• Across-slope shape: Linear
• Parent material: Sandy and loamy alluvium
Typical profile
• A- 0 to 6 inches: sandy loam
• Cgi - 6 to 60 inches: sandy loam
• Cg2 - 60 to 80 inches: loamy sand
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Poorly drained
• Runoff class: Low
• Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)

• Depth to water table: About 0 to 12 inches
• Frequency of flooding: Frequent
• Frequency of ponding: None
• Available waterstorage in profile: Moderate (about 7.2 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 5w
• Hydrologic Soil Group: A/D
Description of Johnston, Undrained
Setting
• Landform: Flood plains
• Down-slope shape: Concave
• Across-slope shape: Linear
• Parent material: Sandy and loamy alluvium
Typical profile
• A- 0 to 30 inches: mucky loam
• Cgl - 30 to 34 inches: loamy fine sand
• Cg2 - 34 to 80 inches: fine sandy loam
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Very poorly drained
GeD—Gilead sandy loam, 8 to 15 percent slopes
Map Unit Setting
• National map unit symbol: 3t4b
• 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: Farmland of statewide importance
Map Unit Composition
• Gilead and similarsoils: 80 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Gilead
Setting
• Landform: Ridges on marine terraces
• Landform position (two-dimensionalJ: Backslope
• Landform position (three-dimensionalJ: Crest
• Down-slope shape: Convex
• Across-slope shape: Convex
• Parentmaterial: Clayey marine deposits
Typical profile
• Ap - 0 to 5 inches: sandy loam
• Bt1 - 5 to 15 inches: sandy clay loam
• Bt2 -15 to 29 inches: clay
• Btg - 29 to 38 inches: clay loam
• Cg - 38 to 80 inches: sandy clay loam
Properties and qualities
• Slope: 8 to 15 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Moderately well drained
• Runoff class: Medium
• Capacity of the most limiting layer to transmit water (KsatJ: Very low to moderately high (0.00 to 0.57 in/hr)

• Depth to water table: About 18 to 30 inches
• Frequency of f/ooding: None
• Frequency of ponding: None
• Available waterstorage in profile: Moderate (about 7.5 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 3e
Uc6—Uchee loamy coarse sand, 2 to 6 percent slopes
Map Unit Setting
• National map unit symbol: 3t57
• 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: Farmland of statewide importance
Map Unit Composition
• Uchee and similar soils: 80 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Uchee
Setting
• Landform: Broad interstream divides on marine terraces, ridges on marine terraces
• Landform position (two-dimensionalJ: Shoulder, summit
• Landform position (three-dimensionalJ: Crest
• Down-slope shape: Convex
• Across-slope shape: Convex
• Parentmaterial: Loamy and sandy marine deposits
Typical profile
• Ap - 0 to 6 inches: loamy coarse sand
• E- 6 to 26 inches: loamy coarse sand
• Bt - 26 to 47 inches: sandy clay loam
• C- 47 to 80 inches: sandy clay loa m
Properties and qualities
• Slope: 2 to 6 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Well drained
• Runoff class: Low
• Capacity of the most limiting layer to transmit waYer (KsatJ: Moderately high (0.20 to 0.57 in/hr)
• Depth to water table: About 42 to 60 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available waterstorage in profile: Moderate (about 6.5 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigatedJ: 2s
• Hydrologic Soil Group: C

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