20210672 Ver 1_MCDC_20210615

MINIMUM CRITERIA DETERMINATION CHECKLIST
The following questions provide direction in determining when the Department is
required to prepare environmental documents for state-funded construction and
maintenance activities. Answer questions for Parts A through C by checking either "Yes"
or "No". Complete Part D of the checklist when Minimum Criteria Rule categories#8,
#12(i), or#15 are used.
TIP Project No.: n/a
State Project No.: 14C.045166
Structure No.: n/a
Project Location: SR 1130-Shoal Falls Road
Project Description:
Widen and pave section of this gravel road.
Anticipated Permit or Consultation Requirements: A 404 Permit is anticipated for
partial fill of a wetland along this road. The potential for wetland impact will be further
evaluated by survey of fill slopes and a Nationwide 14 permit application will likely be
submitted if the impact is unavoidable.
Special Project Information:
10/26/18 1 of 4

PART A: MINIMUM CRITERIA
YES NO
Item 1 to be completed by the Engineer.
1. Is the proposed project listed as a type and class of activity allowed under X
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? 8a
If either category#8,#12(i)or#15 is used complete Part D of this checklist.
PART B: MINIMUM CRITERIA EXCEPTIONS
Items 2—4 to be completed by the Engineer. d
2. Could the proposed activity cause significant changes in land use X
concentrations that would be expected to create adverse air quality
impacts?
3. Will the proposed activity have secondary impacts or cumulative impacts X
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 NI
activity have such widespread implications,that an uncommon concern
for its environmental effects has been expressed to the Department?
Item 5-8 to be completed Ay Division Environmental Office
5. Does the proposed activity have a significant adverse effect on wetlands; x
surface waters such as rivers, streams, and estuaries;parklands;prime or
unique agricultural lands; or areas of recognized scenic,recreational,
archaeological, or historical value? The project will impact only a small
area of farmland of statewide or regional importance.
6. Will the proposed activity endanger the existence of a species on the x
Depth(fluent of Interior's threatened and endangered species list?
7. Could the proposed activity cause significant changes in land use X
concentrations that would be expected to create adverse water quality or
ground water impacts?
10/26/18 2 of 4

YES NO
8. Is the proposed activity expected to have a significant adverse effect on X
long-term recreational benefits or shellfish, finfish,wildlife, or their
natural habitats
If any questions 2 through 8 are answered"yes",the proposed project may not qualify as a
Minimum Criteria project. A state environmental assessment(EA)may be required. For
assistance,contact:
Manager, Project Development and Environmental Analysis Branch
P. O. Box 25201
Raleigh,NC 27611
(919) 733 —3141
Fax: [phone]
PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS
Items 9-12 to be completed by Division Environmental YES NO
9. Is a federally protected threatened or endangered species, or its X
habitat, likely to be impacted by the proposed action?
10. Does the action require the placement of temporary or permanent XI
fill in waters of the United States?
11. Does the project require the placement of a significant amount of X
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 X
Concern, as defined in the coastal Area Management Act?
Items 1 by the Engineer.
13. Does the project require stream relocation or channel changes'? X
Cultural Resources
14. Will the project have an"effect" on a property or site listed on the X
National Register of Historic Places?
15. Will the proposed action require acquisition of additional right of X
way from publicly owned parkland or recreational areas?
Questions in Part"C" are designed to assist the Engineer and the Division Environmental
Officer in determining whether a permit or consultation with a state or federal resource
agency may be required. If any questions in Part"C" are answered"yes", follow the
appropriate permitting procedures prior to beginning project construction.
10/26/18 3 of 4

PART D: (To be completed when either category #8, #12(i), or#15 of the rules are
used.)
Items 16-22 to be completed by Division Environmental Officer.
16. Project length: 0.25 mile
17. Right of Way width: 45'
18. Project completion date: 2019
19. Total acres of newly disturbed 0.25
ground surface:
20. Total acres of wetland impacts: <0.01
21. Total linear feet of stream impacts:
0
22. Project purpose: road
modernization/maintenance
If Part D of the checklist is completed, send a copy of the entire checklist document to:
Don G. Lee
State Roadside Environmental Engineer
Mail Service Center 1557
Raleigh,NC 27699-1557
[phone]
Fax [phone]
Email: [e-mail]
1-DocuSigned by:
Reviewed by: ,o , i ate- Date:
'-D5CB1BBD6C53447... Date:
Lonnie Watkins, PE, Division 14
District 1 Engineer
�DocuSigned by:
Ie D 10/26/2018
�ARR73FRF47F5415 Date:
Dave McHenry
Division 14 Environmental Officer
10/26/18 4 of 4

SR 1130-Shoal Falls Road
Henderson County
WBS No. 14C.045166
• Erosion control and maintenance will be particularly important since the
project is in a watershed that supports federally-listed aquatic species and
because the Crab Creek watershed is classified as HQW. Project will
adhere to NCDOT BEST MANAGEMENT PRACTICES FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES. Design standards
for sensitive watersheds will be applicable to the project (15A NCAC
04B.0124).
• A 404 Permit for wetland impact may be required and obtained prior
to contracting pending further survey evaluation by the District
Office.

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N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1130 Shoals Falls Road
LOCATION: Begin at the intersection of SR 1130 and SR 1127 and continue in a southerly
direction for a total distance of 1,335 feet to the end of project at bridge.
WORK TYPE: Grade, Drain, Base, Pave & Erosion Control
WORK ORDER: 44170.14 (Temp) PRIORITY:
COUNTY: Henderson TOWNSHIP: Crab Creek
DATE: 5/21/2015 SCALE: 1"= 50'
Current ADT Bracket 0-360 Design ADT Bracket 0-600
Water: Shoal Creek (Class C)
NOTES: 45' R/W PREPARED BY: BA/SH
45' 0"
RIGHT OF WAY
CENTERLINE
6 4 3
> ' 10' ' > �
10
ASPHALT PAVEMENT
SHOULDER SHOULDER
DITCH
•s,v_.0:14,111W01-14410 ,
MAX SLOPE
FILL 1 i,:1
CUT 1:1

■
5+00
/ • I I SR 1130 Shoals Falls Road
Pg I
Wooden Fe ce I II v
x
x
x Ix
x
xd
III x
xl
x
x
Ix Cable and Post Fence
x x
—x
Gravel Drive i Field Entrance
with Gate
_x x
To 3
x
o L o
RED CLAY LLC
342 MOUNTAIN INDUSTRIAL DR I MATHEWS, MELISSA
817
BREVARD, NC 28712 xl I „ ORLANDO,1 FL32804T
9525697663 I 9526518123
DB 1609/PG 713 xi I DB 1283/PG 094
"No Claim"
x
- 4x13 I
xl
x I „
1I
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xl I
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J Y /
-x x x x x /
/2929 \•
SR 1127 Crab Creek Road 0+00 SR 1127 Crab Creek Road

1
® li (� e SR 1130 Shoals Falls Road
x I x Pg 2
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Wooden Fence in
e x I x 9
x i x
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e I e
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PIPE DATA SR 1130 Shoals Falls Road
County: WORK ORDER: 44170.14 (Temp)
Henderson
STATION PRESENT PROPOSED NOTES
SIZE SIZE
No existing Pipes

POLE DATA
Project: SR 1130 Shoals Falls Road
County: Henderson
Owner: Duke Power/AT&T
Dist.From Dist.Center
Dist.From
Pole Center Present Center Project Project After
Station Number Road Moving Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
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USGS Topographic Map—Henderson County—SR 1130 Shoals Falls Road
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Henderson County Vicinity Map—SR 1130 Shoals Falls Road
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Project Tracking No.:
18-08-0016
° 4 NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
A ,
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
P E•K'l1;Y i i [F .
;, ` O. r valid for Historic Architecture and Landscapes. You must consult separately with the
� ' ,✓ Historic Architecture and Landscapes Group. .?a..
PROJECT INFORMATION
Project No: SR 1130 County: Henderson
WBSNo: 14C.048166 Document: Minimum Criteria
F.A. No: na Funding: ® State ❑ Federal
Federal Permit Required? ® Yes n No Permit Type: USACE
Project Description:
The project calls for the improvement(grade, drain, base,pave, and erosion control) of SR 1130 (Shoals
Falls Road) in Henderson County. The archaeological Area of Potential Effects (APE)for the project
runs for approximately 0.25 miles (402.34 m) along Shoals Road starting at its intersection with SR 1127
(Crab Creek Road) and extending south. The APE corridor is approximately 45 feet wide extending 22.5
feet to either side of the centerline to cover the proposed right-of-way.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
The proposed Shoals Falls Road improvement project is located east of Brevard and southwest of
Hendersonville in Henderson County,North Carolina. The project area is plotted in the northwest portion
of the Standingstone Mountain USGS 7.5'topographic quadrangles(Figure 1).
A map review and site file search was conducted by Casey Kirby at the Office of State Archaeology
(OSA) on September 6,2018. No previously recorded archaeological sites are identified within the APE
or within a mile of the project area. According to the North Carolina State Historic Preservation Office
(SHPO) online data base(HPOWEB 2018),there are no known historic architectural resources within the
APE that may yield intact archaeological deposits. Topographic maps,USDA soil survey maps, aerial
photographs(NC One Map),historic maps(North Carolina maps website), and the Google Street View
application were also examined for information on environmental and cultural variables that may have
contributed to prehistoric or historic settlement within the project limits and to assess the level of ground
disturbance.
Shoals Falls Road runs north-south crossing a wide floodplain with a high stream terrace at its northern
end(Figures 2). Crab Creek is traversed at Bridge No. 84,while Shoal Creek, a tributary, is located at the
southern end of the project area. The waterways flow to the west and are part of the French Broad
drainage basin. The area is primarily agricultural consisting of pastures; however a residential lot with
light tree cover is just southwest of the Shoals Falls and Crab Creek Roads' intersection. Ground
disturbance is minimal apart from a road cut into the terrace to allow for the current road.
A review of the USDA soil survey map shows three soil types within the project limits(see Figures 2).
The floodplain is made up of Codorus loam(arkaqua)(Co). This is nearly level and somewhat poorly
drained. It is also subject to frequent flooding. It is not likely for significant archaeological resources to
be present due to its poor quality(wetness) for early settlement activities. The high stream terrace is
"No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
1 of 6

Project Tracking No.:
18-08-0016
composed of Hayesville loam(HyC; HyE) and Tate fine sandy loam(TeC). Both are well drained with a
slope of 7 to 15 percent for the HyC and TeC variants,but much steeper at 15 to 25 percent for HyE.
Slope of 15 percent or more is not usually tested since significant resources are typically not found. The
soils with a more gradual slope only cover a small portion of the APE and are disturbed by the road cut.
As a result, intact resources will not be present.
Previous archaeological investigations in the surrounding area are rare with no known sites being
reported. Further archaeological work in the regions would,however, likely identify several resources,
but the current investigation will not provide any new or important data. This is due to the limited extent
of the project area and it location on wet or disturbed soils.
A map review also failed to provide any significant historical information. Most early maps prior to the
20th century show few details concerning the project area. The earliest maps to depict the area with any
accuracy are the 1892 and 1905 USGS Pisgah topographic maps(Figures 3 and 4). The 1892 map
identifies Crab Creek Road and the waterways but nothing else. The subsequent 1905 map illustrates the
same alignment for Crab Creek Road and plots Shoals Falls Road. It also depicts a structure to the
northeast at the location of the current silo. This is likely the site of a former barn,which would fall
outside of the APE. Other early 20th century maps for the county display no new features.
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 proposed Shoals Falls Road improvement project in Henderson County is not likely to encounter
significant archaeological sites. This is due persistent wetness in the floodplain, steep slope leading up to
the high stream terrace, and disturbance from a road cut at the intersection with Crab Creek Road. These
are undesirable conditions for significant or intact archaeological resources. As a result,no further
archaeological work is recommended for this project. But if design plans change to affect subsurface
areas beyond the defined APE, further archaeological consultation might be necessary.
SUPPORT DOCUMENTATION
See attached: ® Map(s) n Previous Survey Info n Photos (Correspondence
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
9/17/18
C. Damon Jones Date
NCDOT ARCHAEOLOGIST
"No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
2 of 6

Project Tracking No.:
18-08-0016
REFERENCES CITED
HPOWEB
2018 North Carolina State Historic Preservation Office GIS Web Service.
http://gisNCDCR.gov/hpoweb/. Accessed September 17, 2018.
United States Department of Agriculture Natural Resources Conservation Services (USDA NRCS)
2018 Henderson County Soil Survey. Available online at
http://webosilsurvey.nrcs.usda.gov/app/. Accessed September 17, 2018.
United States Geological Survey(USGS)
1892 Pisgah,North Carolina 30 minute quadrangle map.
1905 Pisgah,North Carolina 30 minute quadrangle map.
2013 Standingstone Mountain,North Carolina 7.5 minute quadrangle map.
"No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
3 of 6

Project Tracking No.:
18-08-0016
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Figure 1. Topographic Setting of the Project Arca, Standingstone Mountain (2013),NC USGS 7'5
Topographic Quadrangle.
"No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
4 of 6

Project Tracking No.:
18-08-0016
li ., rr rr ,♦ ,l l 3 1 1 _ r _.ram--- r" - .• r._ •
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Figure 2. Aerial photograph of the APE showing development, contours, and soils.
"No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
5 of 6

Project Tracking No.:
18-08-0016
I ''' ,' 1 • ., ( ' ''.- ..-,:-:•;:: , ii,1; ikji '. ---. . Ns):‘,.....:_..',116--(:)75---7-
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Figure 4. The 1905 USGS Pisgah topographic map showing the location of the project area.
"No ARCHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
6 of 6

Project Tracking No.(Internal Use)
18-08-0016
RIMOvilli HISTORIC ARCHITECTURE AND LANDSCAPES
1.,virNO SURVEY REQUIRED FORM
J.. This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No: County: Henderson
WBS No.: 14C.045166 Document MCC
Type:
Fed.Aid No: Funding: ® State ❑ Federal
Federal ® Yes ❑No Permit USACE
Permit(s): Type(s):
Project Description: Pave existing state maintained SR 1130 (Shoal Falls Road).
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was
undertaken on September 5, 2018. Based on this review, there are no existing NR, SL, LD, DE,
or SS properties in the Area of Potential Effects, which is 50' from the existing centerline each
way from end to end of the project. No structures will be affected by this project, and a one-
story frame vernacular house at the intersection is unremarkable. There are no National Register
listed or eligible properties and no survey is required. If design plans change, additional review
will be required.
Why the available information provides a reliable basis for reasonably predicting that there
are no unidentified significant historic architectural or landscape resources in the project
area:
HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the
Henderson County survey, Henderson County GIS/Tax information, and Google Maps are
considered valid for the purposes of determining the likelihood of historic resources being
present. There are no National Register listed or eligible properties within the APE and no
survey is required.
SUPPORT DOCUMENTATION
Map(s) ['Previous Survey Info. ❑Photos ECorrespondence ['Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Histo is hitecture and Landsc es --NO SURVEY REQUIRED
:i
qf 5 (Zoo)
NCDOT Architectural Historian Date
Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 1 of 3

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Page 2 of 3

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