HomeMy WebLinkAbout20171061 Ver 1_Historic/Prehistoric Information_20170823Project Tracking No.:
1�4-06-0022
NO NATIONAL REGISTER OF HISTORIC PLACES
o���� ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES :• ''����� .
;q,:-� �•>:�: '�'' �,c9!
p� �� PRESENT OR AFFECTED FORM ��' �
=�f �:� :.� :���: �
`'�,�'a, o. t� °i � This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not i�; ;�...,,..J.,;��
�-=:�`. �°�i� valid for Historic Architecture and Landscapes. You must consult separately with the �.� 4�
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No:
WBS No:
Str# 960153
17BP.11.R.100
County:
Document:
Wilkes
MCS
F.A. No: n/a Funding.• � State ❑ Federal
Federal Permit Required? � Yes ❑ No Permit Type.• NWP 3/14
Project Description:
This project proposes for the replacement of Bridge No. 1 S3, which carries SR1728 (Longbottom Road)
over Dungeon Creek in Wilkes County. The archaeological Area of Potential Effects (APE) for the project
is centered upon Bridge 153, and measures 600 feet in length (300 feet from each bridge end point) and
1 SO feet in width (75 feet from each side of the SR1728 center-line).
SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Depart`rcent of Transportation (NCDOT) Archaeology Group reviewed
the subject project and determined.•
� There are no National Register listed ARCHAEOLOGICAL SITES within the projecYs
area of potential effects.
❑ No subsurface archaeological investigations are required for this project.
� Subsurface investigations did not reveal the presence of any archaeological resources.
❑ Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
❑ All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
� There are no National Register Eligible or Listed ARCHAEOLOGICAL SITES present
or affected by this project. (Attach any notes or documents as needec�
"NO NATIONAL REG/STER ELIG/BLE OR LISTE'D ARCNAEOLOCICAL SlTES PRESENT OR AFFECTED
form for Minor Trn�upartntion Projects ns Qunlified in tlie 2007 Pragrnmmntic Agreentent.
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Project Tracking No.:
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RECOMMENDATION
An archaeological survey and evaluation of the proposed replacement of Bridge No. 153 in Wilkes
County was conducted in August 2014 by New South Associates. During the course of the survey, no
archaeological sites or isolated finds were located within the project APE. No further archaeological
investigations are needed for this project. The proposed bridge replacement project will not impact
significant archaeological resources. If the project expands and impacts subsurface areas beyond the
deimed APE, further archaeological consultations will be necessary.
SUPPORT DOCUMENTATION
See attached: � Map(s) ❑ Previous Survey Info
Other: images of historic maps consulted
Signed:
� Photos ❑Correspondence
NCDOT ARCHAEOLOGIST
'iV0 NATIONAL REGISTER ELlG/BLE OR LISTED ARCHAEOLOG/CAL SITES PRESENT OR AFFECT�'D
form for Mi»or Trnnspartatia� Projects ns Q�mlified in the 2007 Progrnmmntic Agreement.
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Project Tracking No.:
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Brief description of review activities, results of review, and conclusions:
The project's Area of Potential Effects (APE) along Bridge No. 153 on SR 1728 (Longbottom Road) over
Dungeon Creek in Wilkes County was subjected to an intensive archaeological survey (Figure 1). In
August 2014, New South Associates, Inc., completed shovel testing within the project APE at 15-meter
intervals to survey for potential archaeological resources. The purpose of the fieldwork was to investigate
the possibility of unknown archaeological resources that might be impacted by the proposed undertaking.
The APE for this study measured approximately 600 feet (182.88 meters) long by 150 feet (45.72 meters)
wide and it measures 90,000 square feet or 2.07 acres in size. The APE is characterized by slopes,
drainages, as well as a pasture in the southeastern portion. Figures 2 and 3 show the general landscape,
slope, and disturbances within the proj ect area. Soils within the southern quadrant of the APE consists of
Tate Fine Sandy Loam (TaD) sandy loam which is a well-drained, but acidic soil type in drainageways,
coves, and fans, with less than 8 to 25 percent slopes. The northern portion of the APE is characterized by
Greenlee-Ostin (GrD), which is frequently flooded, with 3 to 40 percent slopes. It is a very stony and
well-drained but also strongly acidic soil, containing cobbles and boulders (USDA Soil Survey 2013).
The examination of NRHP, State Study-Listed (SL), Locally Designated (LD), Deternuned Eligible (DE),
and Surveyed Site (SS) properties employing resources available on the North Carolina State Historic
Preservation Office (NCSHI'O) website determined that no historic structural resources with potential
archaeological deposits were situated within the boundaries of the APE or proximal. Additionally, historic
maps of Wilkes County were appraised for former structure locations, land use patterns, or other
confirmation of historic occupation within the Bridge 153 vicinity. Archaeological and historical
reference materials were inspected as well. Overall, the historical review established that no NRHI' listed
properties, archaeological sites, or cemeteries were contained within the APE. The absence of recorded
sites nearby does not necessarily imply a lack of past historic or prehistoric occupation in the area, but is
likely the product of sampling error as few archaeological surveys have been conducted in the county, and
particularly in the northern and western portions.
The intensive archaeological survey consisted of 24 shovel tests placed at 15-meter intervals (49.2 feet)
along four transects, each located on either side of the existing road working south and north from the
bridge within the APE. Five shovel tests could not be excavated due to the presence of steep slope or road
disturbance (Figure 4). The first shovel test of each transect was placed approximately eight meters from
the edge of the bridge structure. Transects ran approximately 15-meters from the road centerline. All
shovel tests measured at least 30 centimeters (12 inches) in diameter and were excavated to at least 10
centimeters (4 inches) into sterile subsoil. All excavated soils and sediments were screened through mesh
screen (0.64 centimeter, 0.25 inch) and all shovel tests were backf'illed. A visual inspection of the surface
was also done in conjunction with subsurface testing. A typical soil profile was 0 to 40 centimeters of
brownish yellow (lOYR 6/8) rocky loamy sand (Stratum I) and 40 to 50 centimeters of reddish brown
(SYR 4/4) very rocky clayey sand (Stratum In. No artifacts were recovered during this survey.
Archaeological investigation of the APE included both pedestrian walkover and systematic shovel testing.
Surface visibility in the northeast, northwest, and southwest quadrants was approximately 30 percent,
while the southeastern quadrant was approximately 75 percent because of this area being pasture. Quartz
cobbles and other rocks were noted on the surface, but no artifacts were observed and all of the shovel
tests were negative.
No further archaeological investigations are recommended for the proposed replacement of Bridge No.
153 in Wilkes County. The proposed improvements will not impact any signiiicant archaeological
resources.
'iV0 NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGlCAL SITES PRESENT OR AFFECTED
forn: fa• Minor Trnnsportntion Projects ns Q�rnlified in the 2007 Progrnmmntic Agreement.
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Project Tracking No.:
14-06-0022
Lauren Souther
Archaeologist
New South Associates, Inc.
Figure 1. Map showing the location of the project APE.
Figure 2. a.) Bridge no. 153 crossing Dungeon Creek b.) Horse pasture on transect 2.
Figure 3. a.) Creek and berm at shovel test 1-6 b.) View of APE from shovel test 1-3, facing west.
Figure 4. Aerial view of proj ect area showing shovel test results.
"NO NATLONAL REGISTER ELICIBLE OR L/STED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Trm�.sportntion Projecfs as Qunlified in the 2007 Progrnmmalic Agreement.
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Figure 1. Topo
'�
Project Ti•acking No.:
14-06-0022
Showing Location of the Project Area.
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"NO N�I T/ONAL REGISTER CL/G/l3I.E OR L/STED ARCHAEOl.OGICAL S/TFS PRL•SENT OR �1 F/'ECTED
form Jor Mi�ior Tiniispormlion Projecls ns Qxnlifierl in !he 2007 Pragrmnma/ie Agi�eentenf.
5 of3
Figure 2a. Bridge No. 153 Cros
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Project Tracking No.:
14-06-0022
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"NO NATlONA/, REG/STER EL/G/l3LE OR LlS�ED ARCHi16'OLOGICA/. S/TGS PRFSF.NT OR AFFECTED
Jorm Jor hlrno�• Ti nnsporinliou Projecls ns QrtnliJied in !he 1007 Progrnrrimn(ic �igreefnenl.
6 of8
Project 7racking No.:
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Figure 3a. Creek anci Berm at Shovel Test 1-6.
Pi���re 3b. View of APE [�rom Shovel �Cest 1-3, facin�; Northwcst.
"NO NATlONA[. REGISTER GL/GlI3LE OR L/STED A/iCHAL•'OLOG/CAL SlTES PRGSENT OR AFFCCTED
f'arm for d4iuor Transporintion Projecrs ns QrraliJied iii 1he 2007 Progrnnunafic AgreemeN.
7of3
Project Tracking No.:
14-06-0022
Figure 4. Aerial View of Project Area Showing Shovel Test Results.
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"NO NAT/ONf1L R6GISTF,R EL/GIBLE OR L/STED ARCHifEOLOGICAL S/TES PRESENT OR AFFECTED
form fa Minor Ti�nnsportntion Projec(s ns QrmliJied in Uie 2007 Pi�ogrnnu�mlic Agreente�i(.
8 of 8