20211812 Ver 1_No Survey Archeological_20211202

Project Tracking No.:
15-11-0029
,a .. NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
valid for Historic Architecture and Landscapes. You must consult separately with the k
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: B-4624 County: Rockingham
WBS No: 38411.1.1 Document: P C E
F.A. No: BRZ-1929-(3) Funding: ❑ State ® Federal
Federal Permit Required? ® Yes ❑ No Permit Type: tbd
Project Description: NCDOT proposes to replace Bridge No. 080 on SR 1929 (Estes Road) over Wolf
Island Creek in Rockingham County. This is a federall funded undertaking and a federal permit is required
from the USACE, therefore, Section 106 of the National Historic Preservation Act applies. This is a low
impact project,and,as such,has a minimal footprint,little new impacts,and,importantly,an offsite detour.
Design was available at the time of review and establishes a clear Area of Potential Effects(APE)that can
be described as about 600 feet in length and, due to a proposed construction easement,up to 100 feet wide
at the bridge. The majority of the APE may be considered disturbed by the existing roadway and 60-ft
ROW,bridge and associated soil disruption.
For this improvement to an existing facility,the submitter provided detailed design mapping which will be
attached to this form.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Specific design mapping was available and compared to aerial and topgraphic mapping. The project area
along SR 1929 passes through a largely undeveloped, wooded landscape with occasional residences and
farms. The soil type present at Bridge No. 80 is Codorus loam, a frequently flooded soil sometimes
considered as having a lower probability for archaeological sites due to regular wetness, though some site
types may exist.
Virtual drive-by was not available on Google Maps. No cemeteries were noted during the aerial viewing
or on the USGS mapping at the project location.
The Office of State Archaeology was visited on December 3, 2015 to review archaeological mapping and
to reference any known archaeological surveys. An environmental review appeared marked at this bridge,
however,no further notations were visible. Some distance away to the northeast,ER 90-8136,west of Mt.
Hermon Church,was marked as an area recommended for survey,though no sites have been recorded there
to date. There are no documented archaeological sites in the immediate vicinity of the current bridge
replacement project.
For this undertaking, the proposed bridge replacement of the existing transportation facility Bridge No.
0080, little new soil disturbance will occur with the exception of cut/fill, drainage and possible easement
work beside the bridge. As much of the existing APE has been modified for the current roadway,bridge,
drainage and utilities, expectations are low for encountering new archaeological sites, especially any that
may be intact and significant.
`No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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Project Tracking No.:
15-11-0029
As a result of this review,we conclude that the likelihood of encountering intact,NRHP-eligible resources
are slim based on the limited new footprint of the undertaking at the same preexisting location,and previous
bridge construction disturbances. The project should be considered compliant with Section 106. No
archaeological survey is recommended for this undertaking as currently proposed.
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 scale and nature of the project is limited to replacement of an existing bridge with a new structure at
the same location. An offsite detour will be used. The APE of the project overlays the current transportation
facility and is heavily disturbed by the original roadway and bridge construction. New impacts will be
limited to work adjacent to the bridge and bridge approach. Review of background archaeological
information, examination of mapping and aerials suggests lowered probability for the presence of
significant, intact archaeological resources on this landform type within the APE. The APE contains
frequently flooded soils. Based on the minimal changes to the footprint of construction,periods of wetness,
and the degree of existing disturbances, it is unlikely that intact, significant,NRHP-eligible archaeological
resources would be encountered or impacted by the project. No archaeological survey is recommended.
Therefore,this federally permitted undertaking should be considered compliant with Section 106.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ❑ Previous Survey Info ❑ Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGYSURVEYREQUIRED
7/05/2016
CDOT A CHAEOLOGIST Date
`No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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Project Tracking No.:
15-11-0029
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Figure 1. Vicinity of PA# 15-11-0029,on USGS topographic mapping(Ruffin), showing Bridge No. 0080 location along
SR 1929 (Estes Road)over Wolf Island Creek in Rockingham County.
"No ARCHAEOLOGY SUR VEYREQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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Project Tracking No.:
15-11-0029
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Figure 2. Aerial map of PA 15-11-0029,Br.No.0080 replacement project along SR 1929 over Wolf Island Creek in
Rockingham County. The APE is displayed in yellow.
"No ARCHAEOLOGY SUR VEYREQUIRED"formfor the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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PROJECT REFERENCE NO. SHEET NO.
BEGIN BRIDGE END BRIDGE —L
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30'-10" 5'-5" 79° 46' 09.8" (LT) 0 = /7° 27' 32.4" (RT)
ROADWAY DESIGN HYDRAULICS
PS TyP - I TYPTTrE-III PS � = 9° 47' 38.9" � = 5° 45' 00.0" IN ENGINEER ENGINEER
04 L = 814.46' L = 503.63'
o -L- o o T _ 488.87' T _ 153.00' INC®1�IIhLE E PLANS
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R 585.00 R 996.45 DO NOT USE FOR //W ACQUISIITION
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SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP �o � , ,�� °'6 UNLESS ALL SIGNATURES COMPLETED
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SUSAN F REED REVOCABLE LIVING TRUST MAR DB 1452YPGR548 AR END TIP PROJECT 6-4624
DB 1424 PG 119 PB 20 PG 41 —L— STA. 25 + 25.00
BEGIN TIP PROJECT B-4624 -L- PC Sto. 25+51.23
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—L— STA. 20 + 00.00 WOODS 1 wooDs -L- PT Sto. 28+54.87
N BMI
—L— PT Sto. 18+14.46 o ELEV = 558050'
i N 980515 E 1830217
BL STATION 34+90.00 Y3' LEFT
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ELEV = 566.57
2S N 980623 E 1830575
BL STATION 38+36.00 67' RIGHT
R/R SPIKE IN BASE OF 18" POPLAR
wooDs CHARLES A. WILSON
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DB 753 PG 607 wooDs
PB 20 PG 41
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DATUM DESCRIPTION GEARGEAKL FRENCHNCHRISATOPHER MMY CENNY FRENCH �, S 6os�,�o„
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT DB 1365 PG 1561 327°56' W
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY o JOSEPH V. PRIESTLY
NCDOT FOR MONUMENT "B4624-2" DB 1355 PG 1448
WITH NAD 83/2001 STATE PLANE GRID COORDINATES OF PB 20 PG 41 �x
NORTHING: 980456. 6810( ft ) LASTING: 1828588. 5610(ft )
ELEVATION: 625. 90' (ftl
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
( GROUND TO GRID ) IS: 1 . 0000637686
THE N. C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"B4624-2" TO —L— STATION IS
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ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES z
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VERTICAL DATUM USED IS NAVD 88 N
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SHEET S—? THRU S—? FOR STRUCTURE PLANS
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