HomeMy WebLinkAbout20171057 Ver 1_Historic/Prehistoric Information_20170821 (2)Project Tracking No.:
16-07-0032
oa��� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ��
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This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ,��: , ��
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� o� o�� valid for Histaric Architecture and Landscapes. You must consult separately with the ;� e
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���`C�•.'� Historic Architecture and Landscapes Group. .� � Q.
PROJECT INFORMATION
Project No: na
WBS No
F.A. No.
41665.SC
na
Pederal Permit Required?
County:
Document:
Nash
MCC
Funding: � State ❑ Federal
� Yes ❑ No Permit Type: NR'P 3
Project Description: NCDOT Division 4 intends to replace Bridge No. 86 on SR 1002, Seven Paths
Road, over Turkey Creek northwest of Spring Hope. Existing right-of-way (ROW) is listed on the
Request for Cultural Resources Review form as 60 feet (nearly 18.28 meters) wide. The proposed project
is listed at the (presumably) same 60 feet without any easements. The length of the project is listed at 528
feet (slightly over 160.93 meters). For the purposes of the archaeological review, the area-of potential
effects (APE) will be considered the described 60-foot by 528-foot corridor centered on Bridge No. 86.
Thus, the APE is estimated to encompass nearly .73 acre (just over .29 hectare).
f.Yi1u I►� /\:7`LI]�1[�llj_I� I�i17\ 1�:7 �.Y�1113N �.Y'7 �li/11�.i/
Brief description of review activities, results of review, and conclusions:
A review for the replacement of Bridge No. 140 over Turkey Creek (located .41 mile northeast of Bridge
No. 86) on SR 1319 had been conducted by NCDOT archaeologist, Brian Overton, on June 10, 2016.
Notes and mapping associated with that project indicated that no archaeological sites were located in the
vicinity of either bridge, nor had any significant archaeological investigations been conducted in the
vicinity. This information was confirmed on August 30, 2016. The North Carolina State Historic
Preservation Office HPOWEB GIS Service website was consulted to determine which (if any historic
properties might be recorded in the vicinity of Bridge No. 86. A handful of historic properties are
recorded within .5 mile of Bridge No. 86, including: the Brittain Wood House (NS0229), the Brittain
Wood II House (NS0230), the Eslie Stallings House (NS0228), and the former location of the Stallings
Double Crib Log Barn/Tobacco Grading Room (NS0237). Three cemeteries have also been recorded in
the vicinity, although none of these resources is located within the delineated APE.
An examination of soils in Nash County presented on the National Resources Conservation Service Web
Soil Survey indicates that the following soil types fall within the delineated APE: Altavista sandy loam, 0
to 3 percent slopes, rarely flooded (AaA); Wehadkee loam, 0 to 2 percent slopes, frequently flooded
(Wh); Wickham fine sandy loam, 0 to 3 percent slopes, rarely flooded (WkA).
No further archaeological investigations are required for the project within the new area established as the
current APE. Should the project change to include a larger footprint than covered by the current APE,
further consultation will be necessary. In the unlikely event that archaeological remains are encountered
during the bridge replacement, work should cease in that area and the NCDOT Archaeology Group
should be notified immediately.
"No ARCHAEOLOGYSURVEYREQUIRED " form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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Project Tracking No.:
16-07-0032
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that theYe are no unidentifzed historic properties in the APE:
As was the case with the replacement of Bridge No. 140, the proposal for replacing Bridge No. 86
appears to involve replacing the bridge at the same location and the same alignment. With no new ROW
or easements, it appears that all earth-disturbing activities will be relegated to locations that have
previously been significantly disturbed by the construction of transportation facilities. It remains very
unlikely that National Register of Historic Places-eligible archaeological resources will be impacted by
the bridge replacement project as currently proposed. It should be noted, however, that areas in the
vicinity of the bridge but outside the current APE have characteristics that suggest some potential for
archaeological resources. Within the current APE, that potential has been drastically reduced by earlier
disturbances.
SUPPORT DOCUMENTATION
See attached: � Map(s) ❑ Previous Survey Info ❑ Photos ❑Correspondence
� Other: hrip://websoilsurvey.nres.usda.gov/a�p/WebSoilSurvey.aspx;
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGYSURVEYREQUIRED
�
NCDOT ARCHAEOLOGIST
August 30, 2016
Date
"No ARCHAEOLOGYSURVEYREQUIRED " form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
2 of 3
Project Tr�acliirig No.:
16-07-0032
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Aerial photograph with 2-foot and 5-foot contours illustrating the location of the proposed APE (in red)
for the replacement of the bridge over Turkey Creek on SR 1002.
No ARCK.9EOLOGFSURPEYREOU126D"�orrnJor 1Me Amer�ded Mirror T�-mzspor[ation Projects as Q�raliJied irt dte 1015 Programmatic_9green2en[.
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� Map Scale: 1:887 if pnnted on A landscape (11" x 8.5") sheet.
� N Meters
Y 0 10 20 40 60
n Feet
I1 0 40 80 160 240
N Map projection: Web Mer�tor Comer coordinates: WGS84 Edge ti6: UTM Zone 17N WGS84
USDa Natural Resources Web Soil Survey
� Conservation Service National Cooperative Soil Survey
3
�
8/30/2016
Page 1 of 3
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
��f Soil Map Unit Lines
0 Soil Map Unit Points
Special Point Features
�1 Blowout
�Y� Borrow Pit
� Clay Spot
Closed Depression
`'�'` Gravel Pit
o�s
,- Gravelly Spot
�c"� Landfill
�},y Lava Flow
�, Marsh or swamp
�`� Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
-j�- Saline Spot
Sandy Spot
- Severely Eroded Spot
Sinkhole
Slide or Slip
oa Sodic Spot
Soil Map—Nash County, North Carolina
(Bridge No. 86 on SR 1002)
_ Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
+; Special Line Features
Water Features
Streams and Canals
Transportation
�-++ Rails
.� Interstate Highways
US Routes
Major Roads
Local Roads
Background
� Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 124,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Nash County, North Carolina
Survey Area Data: Version 14, Sep 29, 2015
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Jul 20, 2010—Mar 17,
2011
The orthophoto or other base map on which the soil lines were
compiied and digitized probabfy differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
USDa Natural Resources Web Soil Survey 8/30/2016
� Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—Nash County, North Carolina
Map Unit Legend
Bridge No. 86 on SR 1002
Nash County, North Carolina (NC127)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AaA Altavista sandy loam, 0 to 3 0.1 20.6%
percent slopes, rarely fiooded
Wh Wehadkee loam, 0 to 2 percent 0.2 34.1 %
slopes, frequently flooded
WkA Wickham fine sandy loam, 0 to 0.3 45.3%
3 percent slopes, rarely
flooded
Totals for Area of Interest 0.7 100.0%
US�A Natural Resources Web Soil Survey 8/30/2016
� Conservation Service National Cooperative Soil Survey Page 3 of 3