20180982 Ver 1_B-4562 PA 16-01-0164 Johnston (NSR)_20180716

Praject Tracking No.:
16-0 l -0164
���� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ,�'�����
t� G":�'�q °� ' This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not r�' ����
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,�a o�; u�'•` valid for Historic Architecture and Landscapes. You must consult separately with the � ..: :��a?
'�;:�:_. �i�� Historic Architecture and Landsca es Grou Y`� �`�
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PROJECT INFORMATION
Project No:
WBS No:
F.A. No.
B-4562
38410.1.1
BRZ-1500(004)
Federal Permit Required?
County:
Document
Johnston
MCDC
Funding.• ❑ State � Federal
� Yes ❑ No Permit Type: NWP3/14
Project Description: Replacement of Bridge No. 216 over Little Buffalo Creek on SR2143 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 SR2143 center-line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Initially, 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 federally-funded with federal permit interaction. As such, Section 106 of the National Historic
Preservation Act will apply 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 employingthe 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, AaA, WnD) were referenced
to evaluate pedeological, geomorphological, hydro►ogical, 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 exarnined/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 REOUlRGD " forni jor Ihe Amended Minor Ti•ansporlalia� Prajects as Onalified in Ihe 20/.i Programmalic Agreement.
1 of 2

Project Tracking No.:
16-01-0164
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 the B-4562 bridge replacement
project in Johnston County, North Carolina. Soil data and topographic/fiooding maps confirm that a large portion
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. Some minor potential exists for artifact recovery in the non-flooding
areas east of the bridge structure. However, significant and intact archaeological deposits are not expected to be
present based on past agricultural and road construction impacts. 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
NOARCHAEOLOGYSURVEYRE UIRE
❑ Photos ❑Correspondence
Other:
� ��X�.tw�.- .�,//O/.2A/,6
NCDOT
"No ARCHAEOl.OGY SURVEY R�O(JIRED" jorm jor the Amended Minor 7ransportalion Projects ns O��alified rn �he 20/.i Programmatic Agreemenl.
2 of2

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1�i�ir�ity Map - Bridge 216 in Jahnston Caunt�
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500216

REQUEST FOR CULTURAL
RESOURCES REVIEW FORM
Project Trackrng No. (Internal UseJ
0�-o�-a,��
MEMORANDUM TO: Drew Joyner, Human Enviromnent Unit
1598 Mail Service Center, Raleigh, NC 27699-1598 �AN � r� ;��16
ATTENTION: Matt Wilkerson, Archaeology Supervisor �ER�D
Maty Pope Furr, Historic Architecture Supetvisor ����
FROM: Virginia Mab�y �t
Manager of the Priority Projects Unit s
SUBJECT: Request for Cultural Resources Review
� �'' JAN 1 9 20i6
DATE: January 19, 2016 uU� �
------•�..�.�.__� - - �
PROJECT INFORMATION
Project No
���
F.A. No
B-4562
38410.1.2
BRZ-2143(002)
County: JOHNSTON
LIBR data Sheet (PCE) or
Docurnent: Mitiimu�n Cciteria checklist
Fz�nding: ❑ State � Federal
iISGS Quaa�: KENLY WEST
Project Description: REPLACE BRIDGE NO. 500216 OVER L[TTLE BUFFALO CREEK ON SR 2143 �OLD
ROUTE 22�
Replace structure at existing location. Area of potential effects is 75' either side
from the centerline of the roadway/bridge and 300' from eithe�• end of the bcidge.
Pzrfpose & Need: Bj•idge is in poor conditio►i and selected to be replaced utilizing the Express
Design-Build Bridge Replacement Process.
SCHEDULING AND CONTACT INFORMATION
Date Needed: Februa�y 23, 2016
Engineer: Jamie Lancaster Tel [phone] Email [e-mail]
DESIGN INFORMATION
Project Length.
Exist. R/W.•
Exist. Speed Limit.
Exist. X-Sectiorr:
Detour Route:
Approximately 600 feet
60 feet or fi•om ditch line to
ditch line maintained
N/A
One lane in eac}1 direction
Off-site detour
Proposed R/W
Proposed Speed Limit
Str�uctz�re Type: Bi•idge Year Ba�ilt: 1958
Yes, but will vary
I�//:1

PERMIT & SPECIAL INFORMATION -
Federal (USACE) Permit Required.• � YES ❑ NO
Permit Locations shown on map submitted.• ❑ YES � NO ❑ N/A (No Permits)
Type of Permit.• NWP 3 or NWP 14 Number of Permits:
Easements Required.• � YES ❑ NO
Temporary or Permanent.• � Temporary � Permanent
Easements shown on map submitted.• ❑ YES � NO ❑ N/A (No Easements)
USFS Property: ❑ YES � NO
IISFS Rating.• ❑ LOW ❑ MODERATE ❑ HIGH ❑ RATING SHEET ATTACHED
New signalization: No
Offsite facilities required.• Off-site detour required but no work is anticipated on the detour route.
ATTACHMENTS —
� Vicinity Map � USGS Quad Map ❑ Design Plans ❑ Photos
❑ Agency Input Letters ❑ NCDOT Input Letters ❑ Scoping Meeting Minutes
❑ Aerial Photograph with Study Area, Project Termini, and Y-Lines indicated
� Other: Project area is anticipated to be less than 300 feet either side of the bridge and 75 feet either
side of the roadway centerline.
SUPPLEMENTAL INFORMATION
Archaeology:
Historic
Architecture:
Note: No design information is available.
500216

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, and similarsoils: 85 percent
• Wehadkee, drained, and similarsoils: 5 percent
• Minorcomponents: 8 percent
• EstimaYes are based on observations, descripYions, and transects of the mapunit.
Description of Wehadkee, Undrained
Setting
• Landform: Depressions on flood plains
• Down-slope shape: Concave
• Across-slope shape: Linear
• Parent material.• Loamy alluvium derived from igneous and metamorphic rock
Typical profile
• A- 0 to 8 inches: loam
• Bg - 8 to 43 inches: s�ndy 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 (KsatJ: 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 (irrigatedJ: 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
Typical profile
• Ap - 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
AaA—Altavista fine sandy loam, 0 to 2 percent slopes, occasionally flooded
Map Unit Setting
• National map unit symbol: 3t3s
• 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
• Altavista and similarsoils: 90 percent
• Minorcomponents: 9 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Altavista
Setting
• Landform: Stream terraces
• Down-slopeshape: Linear
• Across-slopeshape: Linear
• Parentmaterial: Old loamy alluvium derived from igneous and metamorphic rock
Typical profile
• Ap - 0 to 8 inches: fine sandy loam
• E- 8 to 15 inches: fine sandy loam
• Bt -15 to 42 inches: sandy clay loam
• C- 42 to 80 inches: sandy loam
Properties and qualities
• Slope: 0 to 3 percent

• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Moderately well drained
• Runoff class: Very low
• Capacity of the most limiting layer to transmit water (KsatJ: Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: About 18 to 30 inches
• Frequency of flooding: Occasional
• Frequency of ponding: None
• Available waterstorage in profile: High (about 9.6 inches)
Interpretive groups
• Land capability classification (irrigatedJ: None specified
• Land capability classification (nonirrigatedJ: 2w
• Hydrologic Soil Group: C
Minor Components
Roanoke, undrained
• Percent of map unit: 5 percent
• Landform: Depressions on stream terraces, backswamps on stream terraces
• Landform position (three-dimensionalJ: Flat
• Down-slope shape: Concave
• Across-slope shape: Linear
Wehadkee, undrained
• Percent of map unit: 2 percent
• Landform: Depressions on flood plains
• Down-slope shape: Concave
• Across-slope shape: Linear
Tomotley, undrained
• Percent of map unit: 2 percent
• Landform: Depressions on stream terraces, flats on stream terraces
• Down-slope shape: Linear
• Across-slope shape: Linear
No6—Norfolk loamy sand, 2 to 6 percent slopes
Map Unit Setting
• National map unit symbol: 2v75y
• Elevation: 30 to 450 feet
• Mean annual precipitation: 38 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
• Farmland classification: All areas are prime farmland
Map Unit Composition
• Norfolk and similar soils: 83 percent
• Minorcomponents: 17 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
• Landform: Broad interstream divides on marine terraces, flats on marine terraces
• Landform position (three-dimensional): Talf
• Down-slopeshape: Convex, linear
• Across-slopeshape: Convex, linear
• Parentmaterial: Loamy marine deposits
Typical profile
• Ap - 0 to 8 inches: loamy sand
• E- 8 to 14 inches: loamy sand
• Bt -14 to 65 inches: sandy clay loam
• BC- 65 to 80 inches: sandy clay loam

Properties and qualities
• Slope: 2 to 6 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Well drained
• Capacity of the most limiting layer to transmit water (KsatJ: Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: About 40 to 72 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available waterstorage in profile: Moderate (about 6.9 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigatedJ: 2e
• Hydrologic Soil Group: A

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