20201815 Ver 1_17BP9R57_Welcome-Acadia_Rd_Final_07-22-2019_20210528

07/18/19 1 of 6
MINIMUM CRITERIA DETERMINATION CHECKLIST

TIP Project No.: N/A

State Project No.: 17BP.9.R.57

Project Location: Bridge No. 63 on S.R. 1472 (Welcome-Arcadia Road) in Davidson
County, NC

Project Description: NCDOT Project No. 17BP.9.R.57 proposes to replace Bridge
No. 63 on S.R. 1472 (Welcome-Arcadia Road) over Reedy Creek in Davidson County,
North Carolina (refer to Figure 1). Bridge No. 63 will be replaced with a new bridge
approximately 55 feet long providing a minimum 27-ft 10-inch clear deck width. The
bridge will include two 11-foot lanes and 2-foot 11-inch offsets. The bridge length is
based on preliminary design information and is set by hydraulic requirements. The
roadway grade of the new structure will be approximately the same as the existing
structure. The purpose of the project is to remove a functionally obsolete bridge.

Project construction will extend approximately 141 feet from the west end of the new
bridge and 154 feet from the east end of the new bridge. The approaches will be widened
to provide two 11-foot lanes with six-foot shoulders on both sides (two-foot paved, nine-
foot shoulders where guardrail is included). The roadway will be designed as a Local
route using Sub-Regional Tier Guidelines with a 50 mile per hour design speed. Traffic
will be detoured offsite during the construction period (see Figure 1).

Anticipated Permit or Consultation Requirements: The United States Army Corps of
Engineers (USACE) holds the final discretion as to what Section 404 permit will be
required to authorize project construction. If a Section 404 permit is required, then a
Section 401 Water Quality Certification (WQC) from the North Carolina Division of
Water Resources (NCDWR) will be needed.

Special Project Information:

Purpose and Need: The purpose of the proposed project is to remove a functionally
obsolete bridge. NCDOT Bridge Management Unit records indicate Bridge No. 63
currently has a sufficiency rating of 74.71 out of a possible 100 for a new structure. The
bridge is considered functionally obsolete due to a deck geometry appraisal of 3 out of 9
according to Federal Highway Administration standards.

Estimated Traffic:
Current Year (2017) 2,200 vehicles per day (vpd)
Future Year (2027) 4,400 vpd

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Alternatives Evaluation:
No Build – The no build alternative would result in eventually closing the road, which is
unacceptable given the volume of traffic served by S.R. 1472 (Welcome-Acadia Road).

Rehabilitation – The bridge was constructed in 1977 and is reaching the end of its useful
life. Rehabilitation would only provide a temporary solution to the current functionally
obsolete condition of the bridge.

Replace Bridge No. 63 Bridge in its Existing Location with an Offsite Detour
(Recommended)- Bridge No. 63 will be replaced on its existing alignment. Traffic will
be detoured offsite (see Figure 1) during the construction period. NCDOT Guidelines for
Evaluation of Offsite Detours for Bridge Replacement Projects considers multiple project
variables beginning with the additional time traveled by the average road user resulting
from the offsite detour. The offsite detour for this project would include Old U.S.
Highway 52, Craver Road, and Dr. Zimmerman Road. The detour for the average road
user would result in three minutes of additional travel time (2.2 miles of additional
travel). Up to a 9-month duration of construction is expected on this project.

Based on the Offsite Detour Guidelines, the criteria above indicate that on the basis of
delay alone, the proposed offsite detour is acceptable. The condition of all roads, bridges
and intersections on the offsite detour are acceptable without improvement.

Onsite Detour - An onsite detour was not evaluated due to the presence of an acceptable
offsite detour.

Pedestrian and Bicycle Accommodations: This portion of S.R. 1472 (Welcome-
Arcadia Road) is not part of a designated bicycle route nor is it listed in the State
Transportation Improvement Program (STIP) as a bicycle project. Sidewalks do not exist
on the existing bridge. Neither permanent nor temporary bicycle or pedestrian
accommodations are required or recommended for this project.

Design Exceptions: A design exception may be required for vertical design (k value,
crest).

Historic Resources: NCDOT's cultural resources staff reviewed the project for Historic
Architecture and Landscapes and Archaeology under a programmatic agreement with the
State Historic Preservation Office. An Archaeological Survey Required Form was
completed by NCDOT’s Archaeology Team on June 15, 2017 followed by a No National
Register of Historic Places Eligible or Listed Archaeological Sites Present Form on April
6, 2018. On June 16, 2017, NCDOT completed a No Survey Required Form for Historic
Architecture and Landscapes.

Public Involvement: Landowner notification letters were sent to property owners. No
comments have been received to date.
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PART A: MINIMUM CRITERIA

YES NO
1. Is the proposed project listed as a type and class of activity allowed under
the Minimum Criteria Rule in which environmental documentation is not
required?

If the answer to number 1 is “no”, then the project does not qualify as a
minimum criteria project. A state environmental assessment is required.

If yes, under which category? 9
If either category #8, #12(i) or #15 is used complete Part D of this checklist.

PART B: MINIMUM CRITERIA EXCEPTIONS

YES NO
2. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse air quality
impacts?

3. Will the proposed activity have secondary impacts or cumulative
impacts that may result in a significant adverse impact to human health
or the environment?

4. Is the proposed activity of such an unusual nature or does the proposed
activity have such widespread implications, that an uncommon concern
for its environmental effects has been expressed to the Department?

5. Does the proposed activity have a significant adverse effect on wetlands;
surface waters such as rivers, streams, and estuaries; parklands; prime or
unique agricultural lands; or areas of recognized scenic, recreational,
archaeological, or historical value?

6. Will the proposed activity endanger the existence of a species on the
Department of Interior's threatened and endangered species list?

7. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse water quality or
ground water impacts?

8. Is the proposed activity expected to have a significant adverse effect on
long-term recreational benefits or shellfish, finfish, wildlife, or their
natural habitats

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PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS

YES NO
9. Is a federally protected threatened or endangered species, or its
habitat, likely to be impacted by the proposed action?

10. Does the action require the placement of temporary or permanent
fill in waters of the United States?

11. Does the project require the placement of a significant amount of
fill in high quality or relatively rare wetland ecosystems, such as
mountain bogs or pine savannahs?

12. Is the proposed action located in an Area of Environmental
Concern, as defined in the coastal Area Management Act?

13. Does the project require stream relocation or channel changes?

Cultural Resources
14. Will the project have an “effect” on a property or site listed on the
National Register of Historic Places?

15. Will the proposed action require acquisition of additional right of
way from publicly owned parkland or recreational areas?

Response to Question 9 –

Northern long-eared bat - Habitat for the northern long-eared bat (NLEB) is present
within the study area. This habitat consists of forested areas throughout the study area.
A bridge assessment was performed on June 25, 2019. No bats, evidence of bats, or
roosting habitat were observed on the bridge. Additionally, this project is located
entirely outside of the red, 12-digit Hydrologic Unit (HUC) basin mapping polygons
provided by the USFWS Asheville Field Office. These red 12-digit HUCs represent
watersheds with known NLEB maternity trees or hibernation sites. A review of the April
2019 North Carolina Natural Heritage Program (NCNHP) database indicates no known
NLEB occurrences within 1.0 mile of the study area.

Since this project is state-funded, USACE will act as the lead agency for issues related to
the NLEB. The USACE has developed a Standard Local Operating Procedure for
Endangered Species (SLOPES) to address NLEB when they are the lead agency, which
NCDOT will follow for this project. The requirements of the SLOPES for NLEB will be
completed prior to Let and will be submitted to USACE.

Bald Eagle - A desktop-GIS assessment of the project study area, as well as the area
within a 1.0-mile radius of the project limits, was performed on June 13, 2019, using the
most currently available orthoimagery. No water bodies large enough or sufficiently open
to be considered potential feeding sources were identified. Since there was no foraging
habitat within the review area, a survey of the project study area and the area within 660
feet of the project limits was not conducted. Additionally, a review of the April 2019
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NCNHP database revealed no known occurrences of this species within 1.0 mile of the
project study area. Due to the lack of individuals, nests, or known occurrences within 1.0
mile, it has been determined that this project will not impact this species.

Response to Question 10 – Four potential jurisdictional streams and one potential
jurisdictional wetland were identified in the study area. Impacts to streams and wetlands
were estimated using a 25-foot buffer from the slopestakes. The project will impact
approximately 133 feet of streams and 0.004 acres of wetlands.

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PART D:( To be completed when either category #8, 12(i) or #15 of the rules are
used.)

16. Project length:

17. Right of Way width:

18. Project completion date:

19. Total acres of newly disturbed ground
surface:

20. Total acres of wetland impacts:

21. Total linear feet of stream impacts:

22. Project purpose:

Prepared by: Date:
Jackie Obediente, PE
Three Oaks Engineering

Reviewed by:

Date:

Amy Euliss
Division Environmental Officer, Division 9
North Carolina Department of Transportation

Approved by:

Date:

Daniel Dagenhart
Division Program Manager, Division 9
North Carolina Department of Transportation

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7/22/2019
7/22/2019
07/18/19 7 of 6
Project Commitments

Davidson County
Replace Bridge No. 63 on
S.R. 1472 (Welcome-Arcadia Road) over Reedy Creek
Project No. 17BP.9.R.57

Continued Coordination and Outreach (NCDOT Division 9)
• In order to have time to adequately reroute school buses, Davidson County
Schools will be contacted at [phone] at least one month prior to
construction.
• In order to have time to adequately reroute emergency response units, Davidson
County Emergency Services will be contacted at [phone] at least one
month prior to construction.
• In order to have time to adequately reroute emergency response units, the
Welcome Fire Department will be contacted at [phone] at least one month
prior to construction.

FEMA Floodplains and Floodways (NCDOT Division 9)
• This project involves construction activities on or adjacent to a FEMA-regulated
stream. Therefore, the Division will submit sealed as-built construction plans to
the NCDOT Hydraulics Unit upon completion of project construction, certifying
that the drainage structures and roadway embankment located within the 100-year
floodplain were built as shown in the construction plans, both horizontally and
vertically.

Floodplain Mapping Program Coordination (NCDOT Hydraulic Design Unit)
• The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program to
determine the status of the project with regard to applicability of NCDOT’S
Memorandum of Agreement, or approval of a Conditional Letter of Map Revision
(CLOMR) and subsequent final Letter of Map Revision (LOMR).

17BP.9.R.57– Minimum Criteria Determination Checklist Page 1 of 1
July 2019
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NORTH C AROLINADEPARTMENTOF TRANSPORTATIONDIVISION OF HIGH WAYS
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DAVIDSON COUNTYNORTH CAROLINA
VICINITY MAPREPLACE BR IDGE 63ON SR 1472 (WELCOME-ARCADIA RD)OVER REEDY CREEK
´
0 0.5 1
Miles
Legend
Project Study Area
Detour Route
"/NCDOT Bridge Locations
Project Locatio n
County:
WBS:
Date:
Div:STIP#
DAVIDSON
9 N/A
17BP.9.R.57
MAY 2019
DocuSign Envelope ID: 9A72021C-4E8B-4463-9260-B2D536C69A13
NORTH C AROLINADEPARTMENTOF TRANSPORTATIONDIVISION OF HIGH WAYS
Figure2
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W
elco
m
e Arcadia R
d
P i c k e t t R d
Weaver RdCornerstone LnBald Head Ln´
0 500 1,0 00
Feet
Legend
Project Study Area
"/Bridge Location
Delineated Stream
Delineated Wetland
Flood Hazard - FEM A
Parcel Boundary
ENVIRONMENTAL FEATURES MAPREPLACE BR IDGE 63ON SR1472 (WELCO ME-ARCADIA RD)OVER REEDY CREEK
DAVIDSON COUNTYNORTH CAROLINA
County:
WBS:
Date:
Div:STIP#
DAVIDSON
9 N/A
17BP.9.R.57
MAY 2019
Bridge 63
DocuSign Envelope ID: 9A72021C-4E8B-4463-9260-B2D536C69A13
NORTH C AROLINADEPARTMENTOF TRANSPORTATIONDIVISION OF HIGH WAYS
Figure3Reedy CreekWelcome Arcadia Rd
´
0 75 150
Feet
Legend
Propo se d Ro adway Bridge
Propo se d Edg e of Travel
Propo se d G uardrail
Propo se d Slopestake Fill Line
Propo se d Co nstruction Easement
Existing Property Line
Delineated S tream
Delineated Wetla nd
PROJECT DESIGN MAPREPLACE BR IDGE 63ON SR1472 (WELCO ME-ARCADIA RD)OVER REEDY CREEK
DAVIDSON COUNTYNORTH CAROLINA
County:
WBS:
Date:
Div:STIP#
DAVIDSON
9 N/A
17BP.9.R.57
MAY 2019
Bridge 63
DocuSign Envelope ID: 9A72021C-4E8B-4463-9260-B2D536C69A13
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
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: na County: Davidson
WBS No: 17BP.9.R.57 Document: MCC
F.A. No: na Funding: State Federal
Federal Permit Required? Yes No Permit Type: NWP
Project Description: The North Carolina Department of Transportation (NCDOT) Division 9 intends to
replace Bridge No. 63 on SR 1472, Welcome-Arcadia Road, over Reedy Creek northwest of Welcome. No
preliminary designs were available at the time of the archaeological review. Based on the project description,
an area of potential effects (APE) measuring 528 feet (nearly 161 meters) long and 120 feet (almost 37
meters) wide was established for the purposes of the archaeological review. Thus, the proposed APE is
estimated to encompass approximately 1.5 acres (slightly over .6 hectare).
SUMMARY OF ARCHAEOLOGICAL RESOURCES REVIEW: SURVEY REQUIRED
Brief description of review activities, results of review, and conclusions:
The initial review of the site maps and files archived at the North Carolina Office of State Archaeology
(OSA) was conducted on June 12, 2017. No previously recorded archaeological resources appear to located
within the proposed APE, but two vaguely defined archaeological sites are located immediately adjacent the
APE. These two sites, 31DV396 and 31DV449, were both identified by amateurs and the associated
archaeological site forms at OSA are incomplete. Site boundaries were not delineated for either resource, nor
were any attempts made at establishing archaeological significance. These sites may, in fact, represent the
same general prehistoric occupation of the alluvial terrace adjacent Reedy Creek. Site 31DV449 was
identified as a Late Archaic component (Savannah River?) closer to the proposed bridge project. Site
31DV396, was recorded as a more substantial resource exhibiting diagnostic artifacts from Early Archaic and
Late Archaic periods, as well as Early Woodland ceramic sherds. An archaeological survey will undoubtedly
be required to insure that these sites do not fall within the APE (unless the APE can be further refined be
preliminary design).
An examination of the data presented on the North Carolina State Historic Preservation Office HPOWEB
GIS Service (http://gis.ncdcr.gov/hpoweb/) reveals only one recorded historic property locations within .5-
mile of the proposed project: the Alexander P. Carver Farm (DV0365). The property boundary for this
farmstead extends within the existing APE
An examination of soils in Davidson County presented on the National Resources Conservation Service Web
Soil Survey (http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx) indicates that the following soil
types fall within the delineated APE: Appling sandy loam, 2 to 8 percent slopes (ApB); Chewacla loam, 0 to 2
percent slopes, frequently flooded (ChA); and Pacolet sandy loam, 2 to 8 percent slopes (PaB).
“ARCHAEOLOGICAL SURVEY REQUIRED” form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
1 of 3
Project Tracking No.:
17-05-0045
DocuSign Envelope ID: 9A72021C-4E8B-4463-9260-B2D536C69A13
SUPPORT DOCUMENTATION
See attached: Map(s) Previous Survey Info Photos Correspondence
Other: http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx
FINDING BY NCDOT ARCHAEOLOGIST – SURVEY REQUIRED
June 15, 2017
NCDOT ARCHAEOLOGIST Date
TBD
Proposed fieldwork completion date
“ARCHAEOLOGICAL SURVEY REQUIRED” form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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Project Tracking No.:
17-05-0045
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Project Tracking No.:
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT”
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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17-05-0045

NO NATIONAL REGISTE R O F HISTORIC PLACES
ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES
PRESENT 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
Historic Architecture and Landscapes Group.

PROJECT INFORMATION

Project No: NA County: Davidson
WBS No: 17BP.9.R.57 Document: MCC
F.A. No: NA Funding: State Federal
Federal Permit Required? Yes No Permit Type: NWP

Project Description:

The North Carolina Department of Transportation (NCDOT) Division 9 proposes to replace
Bridge No. 63 on SR 1472, Welcome-Arcadia Road, over Randy Creek northwest of Welcome
in Davidson County. No preliminary plans were submitted for reference. A study corridor was
provided by NCDOT. Construction will occur within a study area measuring approximately 528
feet (161 meters) long and 120 feet (36 meters) wide and encompasses approximately 1.5 acres
(~.6 hectares).

SUMMARY OF ARCHAEOLOGICAL FINDINGS
Prior to commencement of the field survey, Environmental Corporation of America (ECA)
conducted a background literature review to identify previously recorded cultural resources,
including archaeological sites, features, or historic structures within the area of potential effects
(APE) of Bridge No. 63. Sources reviewed included the files at the North Carolina Office of
State Archaeology (OSA), the National Register of Historic Places (NRHP), and the North
Carolina Historic Preservation Office (NC SHPO) GIS service. No previously recorded
archaeological resources appear to be located within the proposed APE, but two vaguely defined
archaeological sites were located immediately adjacent the APE. These two sites, 31DV396 and
31DV449, were both identified by amateurs and the associated archaeological site forms at OSA
are incomplete. Site 31DV396 was recorded as a more substantial resource exhibiting diagnostic
artifacts from Early Archaic and Late Archaic periods, as well as Early Woodland ceramic
sherds. Site 31DV449 was identified as a Late Archaic component (Savannah River?) closer to
the proposed APE.
An examination of the data presented on the North Carolina Historic Preservation Office
HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/) revealed only one recorded historic
property located within .5 mile of the proposed project: the Alexander P. Carver Farm
(DV0365). The property boundary for this farmstead extends within the existing APE. However,
the nearest associated buildings are located approximately 550 feet (168 meters) from the
proposed undertaking at its closest point. Further, ECA reviewed the Welcome, NC (1969,
photorevised 1987) topographic map to determine if any above-ground cultural features are
DocuSign Envelope ID: 9A72021C-4E8B-4463-9260-B2D536C69A13
Project Tracking No.:
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT”
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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located within the APE. Based on this review, no residential structures are located within or near
the APE.
Geologically, the project area is located within the Piedmont physiographic region of North
Carolina. The APE is characterized by maintained grass-covered right-of-way (ROW), wooded
land, agricultural land, and residential development. The boundaries of the APE were not
identifiably delineated during the time of the site visit. According to the USDA Web Soil
Survey, soils located within or immediately adjacent to the APE consist of Appling sandy loam,
2 to 8 percent slopes (ApB), Chewacla loam, 0 to 2 percent slopes, frequently flooded (ChA),
and Pacolet sandy loam, 2 to 8 percent slopes (PaB) (USDA Soil Survey 2017).

On March 22, 2018, ECA completed an intensive archaeological survey within the APE, located
along Bridge No. 63 on SR 1472, Welcome-Arcadia Road, over Reedy Creek. A pedestrian
survey was conducted by visual inspection of exposed ground surfaces throughout the project
APE in conjunction with systematic shovel testing. Ground surface visibility was typically less
than 5% due to vegetative, gravel, and asphalt cover.
Shovel testing was completed at approximately 50-foot (15-meter) intervals to survey for
potential archaeological resources within the project APE. Bridge No. 63 is aligned in a general
southwest/northeast orientation. The intensive archaeological survey consisted of two transects,
each located on either side of the existing road (SR 1472) and generally offset approximately 30
feet (9 meters) from the edge of the roadway in order to sample areas that were conducive to
shovel testing. Transect A was positioned on the northern side of SR 1472 and Transect B was
positioned on the southern side of SR 1472. See Figures 1-6 for photographs and maps.
Based on the dimensions of the ROW, ECA planned to excavate 22 shovel test pits within the
APE; however, during our field work, one shovel test pit was omitted from Transect A due to the
presence of buried utilities in an existing ROW. In Transect B, one shovel test pit was omitted
due to an existing gravel drive and one shovel test pit was omitted due to the presence of Reedy
Creek.
Transect A was positioned on the northern side of SR 1472 (Welcome-Arcadia Road) and
traversed from the southwestern edge of the project area to its northeastern extent. ECA planned
to excavate 11 shovel tests along Transect A. Of these, one shovel test was omitted due to the
presence of buried utilities within an existing ROW.
Transect B was positioned on the southern side of SR 1472 (Welcome-Arcadia Road) and
traversed from the northeastern edge of the project area to its southwestern extent. ECA planned
to excavate 11 shovel tests along Transect B. Of these, one shovel test was omitted due to the
presence of standing water associated with Reedy Creek and its steeply sloping creek banks and
one shovel test pit was omitted due to the presence of an existing gravel drive. Shovel test pits 7
through 10 were slightly offset to the north, towards SR 1472 (Welcome-Arcadia Road) due to
the presence of a drainage feature flowing into Reedy Creek
All shovel tests measured approximately 16 inch es by 16 inches (41 cm by 41 cm) and were
excavated into known sterile subsoils for the project area. All soils were screened through a six -
millimeter wire mesh archaeology screen to isolate any cultural artifacts. All shovel tests were
backfilled.
The intensive archaeological survey revealed both disturbance and intact soils throughout the
APE. No evidence of archaeological site 31DV396 or 31DV449, identified in background
research as being adjacent to the APE, were uncovered during subsurface investigations. No
DocuSign Envelope ID: 9A72021C-4E8B-4463-9260-B2D536C69A13
Project Tracking No.:
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT”
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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artifacts or cultural features were observed within the APE during the surface survey, and all
shovel tests were negative (see Table 1).
Dina M. Bazzill, MA, RPA with ECA, recommends no further archaeological investigations for
the proposed replacement of Bridge No. 63 in Davidson County. Ms. Bazzill concludes that the
proposed improvements will not impact any significant archaeological resources.
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject
project and determined:

There are no National Register listed or eligible ARCHAEOLOGICAL SITES present
within the project’s area of potential effects. (Attach any notes or documents as needed)
No subsurface archaeological investigations were 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.

Brief description of review activities, results of review, and conclusions:

SUPPORT DOCUMENTATION
See attached: Map(s) Previous Survey Info Photos Correspondence
Signed:

April 6, 2018

NCDOT ARCHAEOLOGIST Date

DocuSign Envelope ID: 9A72021C-4E8B-4463-9260-B2D536C69A13
DocuSign Envelope ID: 9A72021C-4E8B-4463-9260-B2D536C69A13