20241224 Ver 1_W-5710X_Permit Support Doc_20240913

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
July 23, 2024
Stephen A. Brumagin,
NCDOT Project Manager
US Army Corps of Engineers
Charlotte Regulatory Field Office
8430 University Park Drive, Suite 615
Charlotte, NC 28262
J.R. "JOEY" HOPKfNs
SECRETARY
Mary Beth Plummer
NC Division of Water Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
SUBJECT: Application for Nationwide Permit 14
Intersection Improvements to Sunset Road (S.R. 2108) at the Oakdale
Road (S.R. 2042)/Miranda Road (S.R. 2025)/Lawing Road intersection
(S.R. 2040) and on Oakdale Road (S.R. 2042) at the Simpson Road (S.R.
2041) intersection, City of Charlotte, Mecklenburg County
NCTIP W-5710X, WBS No. 44856.1.24
Dear Mr. Brumagin and Ms. Plummer,
The North Carolina Department of Transportation (NCDOT) proposes to construct
intersection improvements (STIP W-5710X) consisting of dual roundabouts at Sunset
Road (SR 2108) at Oakdale Road (SR 2042/SR 2025), Miranda Road (SR 2025) and
Lawing Road (SR 2040); and Oakdale Road (SR 2025) at Simpson Road (SR 2041) in
Mecklenburg County (See Figure I - Vicinity Map - Appendix A). The coordinates of
35.323°,-80.9022' generally correspond to the center of the site. The project is currently
funded with Highway Safety Improvement Program (HISP) funds.
In addition to this cover letter, the following has been included to assist your review:
• Appendix A — SEPA Documentation
• Appendix B — Stormwater Management Plan and Permit Drawings
• Appendix C — Preliminary Jurisdictional Determination
• Appendix D— Archaeological and Historic Resources Review Forms
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION 10
716 W MAIN STREET
ALBEMARLE, NC 28001
Telephone: [phone]
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
716 W MAIN STREET
ALBEMARLE, NC 28001

PURPOSE AND NEED
The primary purpose of the proposed project is to improve safety and traffic operations,
as the offset intersections contain many conflict points that increase the risk of vehicle
collisions and steep/narrow shoulders that limit safe pedestrian use of the area. The
Charlotte Regional Transportation Planning Organization (CRTPO) Comprehensive
Transportation Plan (2017) identifies Oakdale Road, Miranda Road, and Sunset Road as
needing improvement as minor thoroughfares.
PROJECT DESCRIPTION
The NCDOT proposes to convert the atypical intersections of Sunset Road (S.R. 2108) at
Oakdale Road (S.R. 2042/S.R. 2025); Miranda Road (S.R. 2025) and Lawing Road (S.R.
2040); and Oakdale Road (S.R. 2025) at Simpson Road (S.R. 2041) to two single -lane
roundabouts.
The proposed pair of single -lane roundabouts will include curb and gutter as well as a
sidewalk along the northern side of both roundabouts from Sunset Road (S.R. 2108) to
Miranda Road (S.R. 2025) with eight (8) pedestrian crosswalks in total. A driveway
extension is proposed for the Oakdale Post Office along Sunset Road and a driveway at
1827 Lawing Road will be required to be relocated with driveway/street access along
Simpson Road. All roads are currently 2-lane with shoulder/ditches.
INDEPENDENT UTILITY
The W-5710X project is a single and complete project. This project exhibits the
following characteristics of independent utility of a project:
1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope.
2) The project is usable and a reasonable expenditure, even if no additional
transportation improvements are made in the area.
3) The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.
SEPA DOCUMENT STATUS
A Type II B Categorical Exclusion was completed to satisfy the State Environmental
Policy Act (SEPA) documentation requirements, approved August 15, 2019 (Appendix
A).

RESOURCE STATUS
The project is located entirely in the Catawba River Basin [U.S. Geological Survey
(USGS) Hydrologic Unit Code (HUC) 03050101].
SUMMARY OF IMPACTS
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize jurisdictional impacts and provide full compensatory mitigation of
all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during
the planning and SEPA compliance stages, and minimization measures were incorporated
as part of the project design.
Proposed impacts to jurisdictional features total 0.01 acre of permanent riparian wetland
impacts, 222 linear feet of permanent stream impacts and 219 linear feet of temporary
stream impacts.
IMPACTS TO JURISDICTIONAL RESOURCES
The project will result in 0.01 acre of permanent impacts to jurisdictional wetlands due to
fill for the roadway shown as Site 2 on the corresponding permit drawings.
Table 1 summarizes the proposed impacts to jurisdictional streams. Site numbers
correspond with the permit (hydraulic) drawings included with this application.
Table 1. W-571OX Proposed Impacts to Jurisdictional Streams
Existing
Existing
Site/Sheet
Channel
Channel
Impact Type
No.
Impacts
Impacts Temp.
Permanent (ft)
(ft)
IA
61
197
Bank Stabilization
1 B
161
0
Roadway Fill
TOTALS
222
197
SUMMARY OF MITIGATION
NCDOT will obtain compensatory mitigation for the 0.01 acres of wetland impact
anticipated to result from the proposed roadway fill. NCDOT assumes a 2:1 mitigation
ratio and will, therefore, obtain 0.02 acres of mitigation credits from the N.C. Division of
Mitigation Services (NCDMS) to compensate for unavoidable impacts to jurisdictional
Waters of the U.S.

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
FEDERALLY PROTECTED SPECIES
J.R. "JOEY" HOPKINs
SECRETARY
The United States Fish and Wildlife Service (USFWS) Information Planning and
Consultation tool (IPaC) lists the following federally protected species within the study
area, under the Endangered Species Act (ESA) (Table 2).
Table 2. ESA federally protected species within the studv areal
Scientific Name
Common Name
Federal
Status
Habitat
Present
Biological
Conclusion
erimyotis subflavus
Tricolored bat
PE
No
Unresolved
hus michauxiiMichaux's
sumac
E
Yes
Unresolved
elianthus schweinitzii
Schweinitz's sunflower
E
Yes
Unresolved
chinacea laevigata
ISmooth coneflower
T
IYes
Pnresolved
1 INC data checked on January 8, 2024
E - Endangered
T - Threatened
PE — Proposed Endangered
Tricolored bat
USFWS optimal survey window: May 15-August 15
Biological Conclusion: Unresolved
On September 14, 2022, the U.S. Fish and Wildlife Service announced a proposal to list
the tricolored bat (Perimyotis subflavus - PESU) as endangered under the Endangered
Species Act. Given the proposal to list PESU as Federally Endangered, NCDOT and its
federal partners, FHWA and USACE are initiating a conference programmatic
consultation to address impacts to this species. USFWS has not provided an official
effective listing date, but it is anticipated to occur in the second half of 2023. Upon
listing, USFWS is expected to provide habitat descriptions and an area of
influence/distribution range for PESU. When this information is provided, it will help to
inform NCDOT's determinations on habitat that could be impacted by NCDOT actions.
Michaux's sumac
USFWS optimal survey window: May -October
Biological Conclusion: Unresolved
Michaux's sumac grows in sandy or rocky open woods in association with basic soils.
Surveys for Michaux's sumac were previously completed on August 12, 2019. No
Michaux's sumac was observed. Further survey in the flowering season will be
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 716 W MAIN STREET
DIVISION 10 ALBEMARLE, NC 28001
716 W MAIN STREET
ALBEMARLE, NC 28001 Website: ncdot.gov

conducted to reach a biological conclusion. A review of NHP records on or updated
January 8, 2024, indicates no known occurrences within one mile of the study area.
Schweinitz's suflower
USFWS Optimal Survey Window: late August through October
Biological Conclusion: Unresolved
Schweinitz's sunflower occurs in full to partial sun and many populations occur along
roadsides or in fields. Surveys for Schweinitz's sunflower were previously completed on
August 12, 2019. No Schweinitz's sunflower were observed. Further survey within
flowering season will be conducted to reach biological conclusion. Additionally, a review
of NHP records on or updated January 8, 2024, indicates no known occurrences within
one mile of the study area.
Smooth Coneflower
USFWS Optimal Survey Window: late May -October
Biological Conclusion: Unresolved
Early successional area within the study area provide habitat for smooth coneflower.
Surveys for smooth coneflower were previously completed on August 13, 2019. No
smooth coneflower was observed. Further survey within flowering season will be
conducted to reach biological conclusion. Additionally, a review of NHP records on or
updated January 8, 2024, indicates no known occurrences within one mile of the study
area.
HISTORIC RESOURCES
There are no historic or architectural resources that would be affected by the proposed
project. The Historic Review Form completed by NCDOT is included in Appendix D.
FEMA COMPLIANCE
The project is not located in a 100-year FEMA Floodplain as shown on the flood
insurance rate map (FIRM) for the project study area (Panel No. 3710453700K).
REGULATORY APPROVALS
In consultations with relevant agencies, it was noted that, in addition to the Nationwide
Permit, the project is also applicable under a Section 401 General Water Quality
Certification (WQC) from the North Carolina Division of Water Quality (NCDEQ).

If you have any questions or need additional information, please contact Dustin Simpson
at jmhowardkncdot.gov or 704-983-4432.
Sincerely,
�]od Al 1fowapvf
Joel Howard
Division 10 PDEA Engineer

Appendix A — NEPA Documentation

Type I and II Ground Disturbing Categorical Exclusion Action
Classification Form
STIP Project No. W-571OX
WBS Element 44856.1.24
Federal Project No. W-571OX: HSIP-2042(002)
A. Project Description:
The North Carolina Department of Transportation proposes to convert the atypical
intersections of Sunset Road (SR 2108) at Oakdale Road (SR 2042/SR 2025), Miranda
Road (SR 2025) and Lawing Road (SR 2040); and Oakdale Road (SR 2025) at Simpson
Road (SR 2041) to two single -lane roundabouts. The proposed project is located in the
northwest area of Mecklenburg County, and includes properties within the limits of both
unincorporated and City of Charlotte jurisdictions. The project location is shown on the
attached Vicinity Map.
B. Description of Need and Purpose:
The primary purpose of the proposed project is to improve safety and traffic operations, as
the offset intersections contain many conflict points that increase the risk of vehicle
collisions and steep/narrow shoulders that limit safe pedestrian use of the area. The
CRTPO Comprehensive Transportation Plan (2017) identifies Oakdale Rd., Miranda Rd.,
and Sunset Rd. as needing improvement as minor thoroughfares. Pedestrian facilities and
bicycle facilities are also recommended for these roads in this plan'. However, during
project development, the Division and City agreed that pedestrian facilities, but not bicycle
facilities, would be included in the project design.
Currently, the intersections exhibit frequent congestion during daily peak hours with Overall
Level of Service (LOS) C during mornings and LOS F during evenings. Table 1 lists the
current and projected future Annual average Daily Traffic (AADT) volumes for the project
roadways.
Table
1 - Oakdale/Miranda/Sunset
Traffic
Volume Projections
AADT
Oakdale Road
Sunset Road
Miranda Road Oakdale Road
(S.R.2025)
(S.R.2108)
(S.R.2025) (S.R.2042)
2017A
4,200
8,700
N/A
6,200
2025B
7,500
11,500
2,700
13,000
2045-
11,500
14,500
6,500
17,500
Sources:
A NCDOT AADT Data (2017) - https://www.arcgis.com/apps/webappviewer/index.html?id=5f6fe58cld9O482ab9107cccO3O26280
B American Structurepoint, Inc. - Oakdale -Miranda -Sunset Traffic Analysis Memo (Jan, 23, 2018)
1 CRTPO Comprehensive Transportation Plan —Adopted January 2017
http://charlotte.m aps.arcg is.com/apps/MapSeries/index. htmI?appid=Od e6fO696d234b9499fbb985258486cO

The W-5710 projects [which this project is a part] are described in the 2018-2027 STIP as
"safety improvements at various locations in Division 10". ROW acquisition and utilities
efforts for the project would begin in fiscal year (FY) 2019, with construction beginning in
FY 2021. The project is funded by the Highway Safety Improvement Program (HSIP) and
the City of Charlotte.
The unconventional intersections have skewed approaches that create queuing and safety
issues, including driver confusion and right-of-way conflicts. The project area also has
noted pedestrian usage, although existing earthen shoulders are narrow or steep. The City
of Charlotte has identified the intersections as one of the most dangerous areas in the
region.
According to DOT Crash Data between 2014 and 2018, there were a combined total of 76
automobile crashes at the intersections. There are no pedestrian facilities and there are
steep ditches along the road at Oakdale Road (SR 2025) and Simpson Road (SR 2041).
Pedestrians were observed walking through the project footprint, and they made
considerable effort to avoid conflict with the many vehicles traveling through the area.
Between 2007 and 2015 there were two reported pedestrian crashes within the project
area.
C. Categorical Exclusion Action Classification: (Check one)
❑X TYPE II B
D. Proposed Improvements — Delete Action Classifications that do not apply.
13. Actions described in paragraphs 26, 27, and 28 of Appendix A that do not meet the
constraints in 23 CFR 771.117(e) (1-6).
The proposed pair of single -lane roundabouts will include curb and gutter as well as a
sidewalk along the northern side of both roundabouts from Sunset Road (S.R. 2108) to
Miranda Road (S.R. 2025) with eight (8) pedestrian crosswalks in total. The shoulders
along other portions of the roundabouts will be built wide enough to accommodate future
sidewalks. A driveway extension is proposed for the Oakdale Post Office along Sunset
Road and a driveway at 1827 Lawing Road will be required to be relocated with
driveway/street access along Simpson Road. All roads are currently 2-lane with
shoulders/ditches. No access control exists in the current vicinity and access control is not
included in project designs.
E. Special Project Information:
Alternatives Studied:
The City of Charlotte evaluated potential intersection improvements in a traffic analysis
prepared for this project before it was transferred to Division 102, which recommended
converting the two offset intersections to two roundabouts. The traffic analysis mentioned
two options for the design of the two roundabouts based on future volumes for the years
2035 (option 2B) and 2050 (option 2C). Option 2B included two single -lane roundabouts
with an extra wide median and a right turn lane from Oakdale Rd. onto Miranda Rd. Option
2 American Structurepoint, Inc. - Oakdale -Miranda -Sunset Traffic Analysis Memo (Jan, 23, 2018)
2

2C included two single -lane roundabouts with a right turn lane from Oakdale Rd. to Sunset
Rd. and Sunset Rd. onto Oakdale Rd. as well as a right turn lane from Oakdale Rd. onto
Miranda Rd. Option 2C also included a left turn lane from Oakdale Rd. onto Sunset Rd.
Option 2B was ultimately selected for the proposed design; however, the extra wide median
was eliminated to reduce impacts to potentially jurisdictional streams and to provide future
room to add the dedicated left turn lane from Oakdale Rd. onto Sunset Rd.
Estimated Costs:
The most recent cost estimates are from the 2018-2027 STIP, April 2019 edition:
Right of Way TBD
Utilities $ 300,000
Construction $5,322,870
Total Cost $5,622,870
Culverts:
There are no culverts within the project area and therefore no culvert improvements or
replacements are included in the project scope of work. As drainage design progresses,
the size of pipe required for the Jurisdictional Stream crossing will be determined, however
it is anticipated to be a minor pipe size and not anticipated to be classified as a culvert.
Pedestrian and Bicycle Accommodations:
The CRTPO Comprehensive Transportation Plan (2017) recommends pedestrian facilities
and appropriately designed bicycle facilities for Oakdale Rd., Miranda Rd. and Sunset Rd.
The proposed project would add a sidewalk from Miranda Rd. to Sunset Rd. However, both
the City of Charlotte and the Division recommended against adding bicycle facilities in the
project area.
Agency Involvement:
A Start of Study Letter with attached project information including project scoping sheet and
maps was distributed through the State Clearinghouse on October 31, 2018. Comments
and recommendations were received in response from several agencies (see copies in
Appendix D) and are summarized below:
In an email received on November 26, 2018, the Environmental Protection Agency
noted that they had no comments on the proposed project.
The United States Department of the Interior Fish and Wildlife Service provided
recommendations for biological surveys for protected species potentially present within
the study area.
In an email received on November 14, 2018, the Division of Waste Management
Superfund Section reviewed the proximity of inactive hazardous waste sites and
identified no sites within one mile of the project. The Solid Waste Section of the Division
of Waste Management found no adverse impacts on the surrounding community.
However, a geo-environmental screening from NCDOT denoted the location of four (4)
UST facilities within the project study area and recommended a detailed Phase 1 study
3 http://ncdot.maps.arcgis.com/home/webmap/viewer.html?webmap=b2f8ba9072c44a5db212b939a75f68bd
3

of the proposed project design to verify the presence of hazardous waste. This study is
currently underway.
The NC Department of Natural and Cultural Resources found no records for rare
species, important natural communities, natural areas, and/or conservation/managed
areas within the proposed project area. However, they listed a potential occurrences
species — Delphinium Exaltatum (Tall Larkspur) which has been last observed within
one mile of the proposed project in the 1800's.
A conclusion of No Archaeological Survey Required was reached by NCDOT's
Archaeology Group based on a review of HPO maps and GIS data, historical maps, soil
maps and topography for the project study area.
NCDOT's Historic Architecture and Landscapes Group found a conclusion of No Survey
Required based on review of HPO quad maps, relevant background reports, historic
designation roster and indexes of properties within the project study area.
Low Income/Minority Populations:
Census data indicates a notable presence of minority and low-income populations meeting
the criteria for Environmental Justice within the Demographic Study Area (DSA), and
minority, low-income communities, and elderly and disabled populations protected by Title
VI and related statutes were observed within the Direct Community Impact Area (DCIA)
during the field visits. While minority, low-income, and elderly and disabled populations are
present in the DCIA, no notably adverse community impacts are anticipated with this
project; thus, impacts to minority and low-income populations do not appear to be
disproportionately high and adverse. Benefits and burdens resulting from the project are
anticipated to be equitably distributed throughout the community. No disparate impacts are
anticipated under Title VI and related statutes.
Public Involvement Summary:
A public meeting (in open house format) as well as a local officials meeting were held on
April 29, 2019. Information regarding the meeting was also included in a handout during the
meeting and on the NCDOT project website at https://www.ncdot.gov/news/public-
meetings/Pages/W-5710X-2019-04-02.aspx. In total, 75 members of the public attended
the public open house and 12 comment forms were collected. Two local officials attended
the local officials meeting. About 80% of all public comments received supported the
project (many wanting it built sooner than not), with no comments received that objected to
the project. More detail regarding the comments received are included in the Public
Meeting Summary Report.
Traffic Control/Construction Phasing:
Traffic is anticipated to be maintained on all roadways during construction with the
exception of a 6-week closure in order to construct the northern of the two roundabouts.
Additionally, some temporary driveway closures and traffic shifts will be required, no road
closures longer than 6-weeks are anticipated. Charlotte Mecklenburg Schools requested
that NCDOT coordinate with their agency if any roads are to be closed during school
months (a commitment for this has therefore been added to Section H).
12

Endangered and Threatened Species:
The Project Final NRTR (Natural Resources Technical Report, STIP W-571 OX, June 2019 —
available on SharePoint) lists six federally species protected under the Endangered Species
Act (ESA) for Mecklenburg County. For each species, the NRTR provides a Biological
Conclusion based on survey results in the study area (see Table 2).
Table 2. Federally Protected Species and Biological Conclusions in Project Area
(Natural Resources Technical Report, STIP W-5710X, SEPI Inc., June 2019)
Scientific Name
Common Name
Federal
Habitat
Biological
Status
Present
Conclusion
Myotis
Northern long-
T
Yes
MA-NLAA
se tentrionalis
eared bat
Carolina
Lasmigona decorata
heels litter
E
No
No Effect
Rhus michauxii
Michaux's sumac
E
Yes
Unresolved
Bombus affinis*
Rusty -patched
E
Yes
No Effect
bumble bee
Helianthus
Schweinitz's
schweinitzii
sunflower
E
Yes
Unresolved
Smooth
Echinacea laevigata
coneflower
E
Yes
Unresolved
E - Endangered
T - Threatened
MA-NLAA - May Affect — Not Likely to Adversely Affect
- Historic record (the species was last observed in the county more than 50 years ago)
For each species, the biological conclusion in the table above was determined based on
the presence or absence of habitat observed during field work completed on November 27,
2018.
The biological conclusion of May Affect Not Likely to Affect for the Northern long eared bat
was reached because the project meets the criteria for the Programmatic Biological
Opinion (PBO) for the final 4(d) rule in that it is not located in a county with confirmed
hibernation and maternity sites for the NLEB and does not require prohibited intentional
take. A review of NHP records on or updated November 7, 2018 indicates no known
occurrences within 1.0 mile of the study area. As a condition of this PBO, a Project
Commitment has been added (see Section H) that requires reporting of forest removed for
the project.
A biological conclusion of Unresolved was reached for the following species, given that a
survey is needed during the species' flowering season, as noted below (and carried forward
into Project Commitments):
Rhus michauxii (Michaux's Sumac): Michaux's sumac grows in sandy or rocky open
woods in association with basic soils. Further survey in the flowering season will be
conducted in the months between May and October in order to reach a biological
conclusion.
Helianthus schweinitzii (Schweinitz's sunflower): Schweinitz's sunflower occurs in full to
partial sun and many populations occur along roadsides or in fields. Further survey in

the flowering season will be conducted in the months between late August and October
in order to reach a biological conclusion.
Echinacea laevigata (Smooth coneflower): Early successional area within the study
area provides habitat for smooth coneflower. Further survey in the flowering season will
be conducted in the months between late May and October in order to reach a
biological conclusion.
In addition to the above listed species, the bald eagle is also known to occur in
Mecklenburg County. The bald eagle is protected under the Bald and Golden Eagle
Protection Act and enforced by the USFWS. As discussed in the NRTR, due to the lack of
habitat, known occurrences, and minimal impact anticipated for this project, it has been
determined that this project will not affect the bald eagle.
Water Resources:
Two potentially jurisdictional streams were identified in the study area. Both streams are
WS-IV classified streams and are unnamed Tributaries to Gutter Branch, located within the
Catawba River Basin. The total length of potentially jurisdictional streams in the project
study area is 935 feet. One jurisdictional wetland (Headwater Forest) was identified within
the project area with a total acreage of 0.002 acres. Delineated streams and wetlands were
verified by the USACE. The locations of these streams and wetlands are shown on the
Environmental Features Map (found in Appendix B). A US Army Corps of Engineers
Regional General Permit will be required, as project impacts to jurisdictional streams and
wetlands fall within its threshold. An NCDEQ Water Quality Certification will also be
required prior to construction.
Project Impacts• Water Resources
Stream Impacts (total # feet) 375 feet
Wetland Impacts (total # acres) 0.08 acres
The study area is not located adjacent to the Catawba River mainstream and therefore is
not subject to the Catawba River buffer rules.
Permits:
A US Army Corps of Engineers Regional General Permit and NCDEQ Water Quality
Certification are required, given anticipated impacts to jurisdictional streams and wetlands.
Additional NCDEQ permits may be required for water and/or sewer relocations required to
facilitate the roadway improvements.
9

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STI P W-571 OX
Intersection Improvements for Sunset
Road (SR 2108) at Oakdale Road (SR
20421SR 2025), Miranda Road (SR
2025) and Lawing Road (SR 2040);
and Oakdale Road (SR 20421SR
2025) at Simpson Road (SR 2041)
Mecklenburg County
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7

F. Project Impact Criteria Checklists:
Type I & II - Ground Disturbing Actions
FHWA APPROVAL ACTIVITIES THRESHOLD CRITERIA
If any of questions 1-7 are marked "yes" then the CE will require FHWA approval.
Yes
No
1
Does the project require formal consultation with U.S. Fish and Wildlife
❑
Service (USFWS) or National Marine Fisheries Service (NMFS)?
2
Does the project result in impacts subject to the conditions of the Bald and
❑
Golden Eagle Protection Act (BGPA)?
3
Does the project generate substantial controversy or public opposition, for any
❑
reason, following appropriate public involvement?
4
Does the project cause disproportionately high and adverse impacts relative to
❑
low-income and/or minority populations?
5
Does the project involve a residential or commercial displacement, or a
❑
substantial amount of right of way acquisition?
6
Does the project require an Individual Section 4(f) approval?
❑
❑X
Does the project include adverse effects that cannot be resolved with a
7
Memorandum of Agreement (MOA) under Section 106 of the National Historic
❑
Preservation Act (NHPA) or have an adverse effect on a National Historic
Landmark (NHL)?
If any of questions 8 through 31 are marked "yes" then additional information will be required for those
questions in Section G.
Other Considerations
Yes
No
Does the project result in a finding of "may affect not likely to adversely affect'
8
for listed species, or designated critical habitat under Section 7 of the
❑X
❑
Endangered Species Act (ESA)?
9
Is the project located in anadromous fish spawning waters?
❑
❑X
Does the project impact waters classified as Outstanding Resource Water
10
(ORW), High Quality Water (HQW), Water Supply Watershed Critical Areas,
❑
303(d) listed impaired water bodies, buffer rules, or Submerged Aquatic
Vegetation (SAV)?
11
Does the project impact waters of the United States in any of the designated
❑
mountain trout streams?
12
Does the project require a U.S. Army Corps of Engineers (USACE) Individual
❑
❑X
Section 404 Permit?
13
Will the project require an easement from a Federal Energy Regulatory
❑
Commission (FERC) licensed facility?
14
Does the project include a Section 106 of the NHPA effects determination
❑
other than a no effect, including archaeological remains?

Other Considerations (continued)
Yes
No
15
Does the project involve hazardous materials and/or landfills?
❑x
❑
Does the project require work encroaching and adversely affecting a
16
regulatory floodway or work affecting the base floodplain (100-year flood)
❑
elevations of a water course or lake, pursuant to Executive Order 11988 and
23 CFR 650 subpart A?
Is the project in a Coastal Area Management Act (CAMA) county and
❑
17
substantially affects the coastal zone and/or any Area of Environmental
Concern (AEC)?
18
Does the project require a U.S. Coast Guard (USCG) permit?
❑
❑x
19
Does the project involve construction activities in, across, or adjacent to a
❑
designated Wild and Scenic River present within the project area?
20
Does the project involve Coastal Barrier Resources Act (CBRA) resources?
❑
0
21
Does the project impact federal lands (e.g. U.S. Forest Service (USFS),
❑
USFWS, etc.) or Tribal Lands?
22
Does the project involve any changes in access control?
❑
0
23
Does the project have a permanent adverse effect on local traffic patterns or
❑
community cohesiveness?
24
Will maintenance of traffic cause substantial disruption?
❑
0
Is the project inconsistent with the STIP or the Metropolitan Planning
25
Organization's (MPO's) Transportation Improvement Program (TIP) (where
❑
0
applicable)?
Does the project require the acquisition of lands under the protection of
Section 6(f) of the Land and Water Conservation Act, the Federal Aid in Fish
26
Restoration Act, the Federal Aid in Wildlife Restoration Act, Tennessee Valley
❑
Authority (TVA), or other unique areas or special lands that were acquired in
fee or easement with public -use money and have deed restrictions or
covenants on the property?
27
Does the project involve Federal Emergency Management Agency (FEMA)
❑
buyout properties under the Hazard Mitigation Grant Program HMGP ?
28
Does the project include a de minimis or programmatic Section 4(f)?
❑
0
29
Is the project considered a Type I under the NCDOT's Noise Policy?
❑
0
30
Is there prime or important farmland soil impacted by this project as defined by
❑
the Farmland Protection Policy Act (FPPA)?
31
Are there other issues that arose during the project development process that
❑
affected the project decision?
G. Additional Documentation as Required from Section F
Question 5 — Commercial Displacement
The proposed project will require the acquisition of the property at 3601 Oakdale Road -
Greg's Barbershop, which was formerly known as Mom's Treasures. The proposed two
roundabout design required the Simpson Road approach of the roundabout to be
realigned to connect with the Miranda Road approach, thus requiring significant Right of
Way acquisition into the property at 3601 Oakdale Road. The existing building at 3601

Oakdale Road (a circa 1930's commercial building that was not deemed eligible for
National Register Listing — see Appendix F) sits approximately 16 feet from the edge of
pavement of the intersection at Lawing Road, Miranda Road, Oakdale Road and Sunset
Road, which made avoiding the building impossible.
Question 8 — T&E Species:
As noted under Special Project Information, three species, Rhus michauxii (Michaux's
sumac), Helianthus schweinitzii (Schweinitz's sunflower), and Echinacea /aevigata (Smooth
coneflower), have a current biological conclusion of unresolved, given that further surveys
within their flowering seasons are required in order to reach biological conclusions. Those
surveys have been added as Project Commitments. The project area is generally well
maintained and no impacts to Rhus michauxii (Michaux's Sumac), Helianthus schweinitzii
(Schweinitz's sunflower), or Echinacea /aevigata (Smooth coneflower) are expected.
For one species, Northern Long -Eared Bat (Myotis septentrionalis), the biological conclusion
determination was "may affect — not likely to adversely affect". In compliance with the
USFWS programmatic biological opinion (PBO) for the Northern long-eared bat, a Project
Commitment has been added (see Section H) for reporting the amount of tree clearing after
project completion.
Question 15 — Hazardous Materials:
NCDOT GeoEnviron mental Unit performed a Phase I field investigation for the project, as
well as submitted Pre-Scoping Comments on the project (see Appendix E for copies of
both reports). The Phase I assessment identified four (4) sites of concern within the project
study area and also noted that discovery of additional sites not recorded by regulatory
agencies and not reasonably discernible during the project reconnaissance may occur and
that the GeoEnvironmental Section should be notified immediately after discovery of such
sites so their potential impact(s) may be assessed. They also indicate that the sites of
concern should be reviewed by the GeoEnviron mental Section once the Final Right of
Way plans are complete to determine if Phase II Investigations and Right of Way
Recommendations are necessary prior to right of way being acquired.
1. 3500 Oakdale Road - A residential UST incident occurred in 2007. After UST removal
and Initial Abatement Action and a clean closure and status of no further action was
obtained. No acquisition or excavation is proposed at this parcel.
2. 3601 Oakdale Road (Greg's Barber Shop) - This parcel contains a circa 1930's
commercial building that is currently a barber shop, the building could have been a
store, previously - there is a bay door toward the rear (on the southern side), which is
some evidence that it could have served automobiles. There is no other evidence the
facility was previously a gas station; however, it is an ideal location for a gas station.
Recent asphalt may cover any previous evidence of USTs. Acquisition and excavation
are proposed at this parcel.
3. Vacant lot (owned by John Kakavitsas) on the eastern side of Oakdale Road and the
northern side of Sunset Road. This vacant lot would have been a good location for a
store or gas station, however, no features consistent with USTs or previous site
improvement were observed onsite. Acquisition and excavation are proposed at this
parcel.
4. 3709 Oakdale Road (Oakhill Deli and Grill LLC) - This site is located along the western
side of Oakdale Rd. and northern side of Simpson Rd. The site has an active gas
station, four USTs are registered, and four vents observed. The site had a UST incident
10

c. 2000. There is impacted soil S of the building. Seven groundwater monitoring wells
should be properly abandoned before construction (-r19 wells are onsite: 10-11 wells
were observed on this parcel, and seven are beyond the parcel boundaries). Three
groundwater monitoring wells require abandonment within the proposed easement
along the western side of Oakdale Rd., two groundwater monitoring wells require
abandonment from within the existing ROW along the eastern side of Oakdale Rd., and
two groundwater monitoring wells require proper abandonment from within the existing
ROW along the southern side of Simpson Rd.). Acquisition of an easement and ROW is
proposed at this parcel, east of the building and canopy. Excavation of traffic islands,
thus, shallow excavation, is anticipated at this parcel, east of the existing canopy.
5. In addition, east of Oakdale Road, two (2) groundwater monitoring wells will require
proper abandonment from within the existing ROW, and south of Simpson Road, two (2)
groundwater monitoring wells require proper abandonment from within the existing
ROW.
11

H. Project Commitments
Mecklenburg County
Upgrading Offset Intersections to Single Lane Roundabouts for Sunset Road (SR 2108)
at Oakdale Road (SR 2042/SR 2025), Miranda Road (SR 2025) and Lawing Road (SR
2040); and Oakdale Road (SR 2025) at Simpson Road (SR 2041); located in the City of
Charlotte and unincorporated Mecklenburg County.
Federal Project No.: W-5710X: HSIP-2042(002)
WBS No.: 44856.1.24
TIP No.: W-5710X
1. In compliance with the US Fish and Wildlife Service (USFWS) programmatic biological opinion
(PBO) for the Northern long-eared bat, after project completion, the contract administrator for
construction must submit the actual amount of tree clearing reported in tenths of acres. This
information should be submitted to the NCDOT- Environmental Analysis Unit -Biological Surveys
Group at
https://connect.ncdot.gov/site/construction/biosurveys/Lists/Northern%20Long%20Eared%20B
at/AlI Items.aspx.
2. Biological survey for Michaux's Sumac must be conducted prior to construction, during the
USFWS optimal survey window between the months of May -October, when the species is in
flowering season.
3. Biological survey for Schweinitz's sunflower must be conducted prior to construction, during the
USFWS optimal survey window between late August and October when the species is in
flowering season.
4. Biological survey for Smooth coneflower must be conducted prior to construction, during the
USFWS optimal survey window between the months of late May and October when the species
is in flowering season.

Categorical Exclusion Approval
STIP Project No. W-5710X
WBS Element 44856.1.24
Federal Project No. W-5710X: HSIP-2042(002)
Prepared By:
DocuSigned by:
8/5/2019 obbie. CA--
6C7lACCF9801483_
Date Robbie Kirk, PE, Associate / Project Manager
SEPI Engineering and Construction, Inc.
Prepared For: North Carolina Department of Transportation — Division 10
Reviewed By:
Do„cu,Signe-d� by:
8/5/2019 WrS6V1,
tMa I h
OD47496D3CCF4A5...
Date Larry Thompson, P.W.S., L.S.S.
NCDOT Division Environmental Officer
If all of the threshold questions (1 through 7) of
❑ Approved Section F are answered "no," NCDOT approves this
Categorical Exclusion.
If any of the threshold questions (1 through 7) of
❑X Certified Section F are answered "yes," NCDOT certifies this
Categorical Exclusion.
.DocuSigned by:
8/5/2019 I . fb(—�
Date for J. Scott Cole PE
NCDOT Division Engineer
FHWA Approved: For Projects Certified by NCDOT (above), FHWA signature
required.
DocuSigned by:
8/5/2019
Date
W�` 0
John r. Sullivan, III, F'L, Division Administrator
Federal Highway Administration
13

W-5710X CE Appendices:
A. Vicinity Map
B. Environmental Features Map
C. 25% Design Map
D. State Environmental Clearinghouse Scoping Comments
E. NCDOT Geo-Environ mental Phase I Site Assessment
Report & Pre-Scoping Comments
F. No Architectural Survey Required
G. No Archaeological Survey Required

Appendix A
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Figure 1 -
STIP W-571 OX
Intersection Improvements for Sunset
Road (SR 2108) at Oakdale Road (SR
2042/SR 2025), Miranda Road (SR
2025) and Lawing Road (SR 2040);
and Oakdale Road (SR 2042/SR
2025) at Simpson Road (SR 2041)
Mecklenburg County
February 2019
Mandy pace Ct
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Southwind 0,
Sunset Rd (SR 27 08)

Appendix B
This Exhibit is for planning purposes only and shown herein does not meet INC 47-30 Requirements and
therefore is not for design, construction, or recording or transfer of title. The Exhibit was compiled from
available information obtained from the sources listed below.
Figure 2 - STIP W-5710X Environmental Features
1 -
I�a r
NCDOT,NC OneMap, ESRI
Proposed Roundabouts for Sunset Road (SR 2108) at Oakdale Road (SR
0 100 200 400 600
2042/SR 2025), Miranda Road (SR 2025) and Lawing Road (SR 2040); and
-
May 2019
Oakdale Road (SR 2042) at Simpson Road (SR 2041)-0"ror
Feet
Mecklenburg County

Appendix C
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DO N01° USE FOR CONS1°RUCTION
1NCfC/)MPLETE PLANS
DO NET USE FOR R % W ACQUISII°ImN
SR 2025
MIRANDA RD
SR 2042 SR 2108 -
OAKDALE ROAD 1979 4016 SUNSET ROAD
6000 2548 7986 8500
13000 11500
201 �� 2094
435 2858
513
* 696 4200
SR 2040 7500 R 2 2
LAWI N G RD S 0 5
OAKDALE RD -
2016 NO BUILD ADT AADT FROM NCDOT AADT MAPPING•y .
2035 BUILD ADT APPLICATION UNAVAILABLE
7.
• * GEORGE HOUSLADAS _ �
2, VAR. 12' TO 18' VAR. 12' TO 18' VAR. 0' TO 12' 2,
1
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ORIGINAL GROUND
=, +E }+ A r / +' VAR. WIDTH SEE PLANS
Fart` E •{ GRADE TO THIS LINE J
J GRADE TO THIS LINE
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GEORGE S HOUSI" f + UTILITY INFORMATION
-94
ADAS F 4 I - - I y
i f 4
.\ 4f' , `
;\ �c� �'�. / IF _k.;: !! TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES
• .-= .: I; r ',{_ is ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY
\ F , INFORMATION SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF
WEATHERSBEE PROPERTIES LLC '•ramP MAJOR EXISITING AND POTENTIAL UTILITY EASEMANTS. THE DESIGNS
UNITED STATES POSTAL SERVICE } II • +�'" SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMEANTS, ARE
PRELIMINARY AND ARE SUBJECT TO CHANGE.
IMPACTS AND DRIVEWAY TIES
` t x.. � O ff- I 5 F r `•4
r IF r, LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS HEARING
< �. MAP ARE BASED OFF OF PRELIMINARY DESIGNS AND PRELIMINARY
*
' \ r��� -���� f - WEATHERSBEE PROPERTIES LLC GROUND SURVEYS. DURING THE FINAL DESIGN STAGE, DESIGNERS WILL
1!r ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLE USING FINAL GROUND
\ �� Vol,«.� SURVEYS. DRIVEWAY LOCATIONS WILL ALSO BE DETERMINED DURING
\ `', w ' ',t FINAL DESIGN USING FINAL SURVEYS.
w JOHN KAKAVITSAS \
{ � WEATHERSBEE �. f'• ±• ..V.. {f"iii 3 r ,s: ` . t. '. _`
PROPERTIES LLC 1+ri� r't' f
r* DUNCAN COMMERCIAL
} - PROPERTIES IV LLC � � f '* �'Y MILTON EUGENE CORNETTE •r r; �' � ._
H
a
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,. SR 2025 & SR 2042 (OAKDALE RD.) -LI- & -1.2-
a SR 2025 (MIRANDA RD.) -Yl-
SR 2041 (SIMPSON RD.) -Y2-
SR 2108 (SUNSET RD.) -Y3-
-- CRYSANTHI HOUSIADAS SR 2040 (LWING RD.)-Y4-
=� I
10, 28' 10,
14' W/GR 14' W/GR
lr 2, 12' 12, 2,
ORIGINAL GROUND I
+ � GRADE 3ORIGINAL GROUND:1
PATRICIA MARIE BURNS � .02 .02 .02 .02
�� 3:7
ORIGINAL GROUND ORIGINAL GROUND
•`' ! r VAR. WIDTH SEE PLANS
y.
GRADE TO THIS LINE I I GRADE TO THIS LINE
TYPICAL SECTION NO. 7
12' 81 �l l' W/GR 81 12 " 11' W/GR
r- '
FDPS� FDPS
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{ Rr =
• 4 ` •• -'L- ORIGINAL GROUND ORIGINAL GROUND
.02 .02 .0
b� 6.1
ORIGINAL GROUND GRADE TO THIS LINE GRADE TO THIS LINE ORIGINAL GROUND
/ TYPICAL SECTION NO. 7A TYPICAL SECTION NO. 713
-L- LT. STA. 52+18.00 TO STA. 53+64.05
.f' / 'T f •y ' ,- -Yl- LT. STA. 14+25.00 TO STA. 14+60.89 -Yl- RT. STA. 14+25.00 TO STA. 14+80.55
r
r / ` g .# •' CL SR 2025 & SR 2042 (OAKDALE RD) -Ll- &
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GEORGE HOUSLADAS
GEORGE HOUSLADAS .
/ T
RICHARD LLOYD JONES
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% PROJECT W-5710X
16
CROSSROADS
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DESIGN DATA
4 '•. �� • -,. S � � ' J.I. ._: _ � �, �. .. _ � � .� � '. _ I
-O
Abr #`. „ F ' +f `• 4 , s }a.1 ,f' '�', s R�3r ti _ • • / M1,� f f y !
J I III, -, Apt FUNCTIONAL CLASSIFICATION: URBAN COLLECTOR J'4r
EXISTING DESIGN SPEED: 50 MPH #i4q% 4
■ � BUILDINGS � � - � Y ; i -• � ` 4 'mot ,
'i`�j - 'Y 7 -�• �1M.
PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING ROADWAY Fp�
' ■
EXISTING ROADWAY TO BE REMOVED
r
BUILDINGS
MAXIMUM SUPERELEVATION: 4% , F `" =
� .�- r ���►" .,,��. �� �' � �� � EXISTING RIGHT OF WAY
DATE OF ORTHOPHOTOGRAPHY: 2014 r,F _ PROPOSED RIGHT of WAY
PROPOSED GRASS MEDIAN
PUBLICME ETI N G &AA P PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
G NORTPj C�AND UTILITY)
O` EXISTING ROADWAY
0
ROUNDABOUT FOR MIRANDA RD (SR 2025)1 �� EXISTING ROADWAY TO BE REMOVED
EXISTING ROADWAY TO BE RESURFACED kz '' -i f`: �� , �'`' OAKDALE RD (SR 2025 & SR 2042) SUNSET RD (SR 2108) CIO 7 �.� � ��" EXISTING ROADWAY TO BE RESURFACED
PROPOSED ROADWAY : ;, W J
- PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER, SIDEWALK T.
LAKES, RIVER, STREAMS AND PONDS ;
® PROPERTY LINES,' ~
® EXISTING RIGHT OF WAY:
EXISTING WETLAND (SURVEY) Ap
QuAnn UID�
LAWING RD (SR 2040),SIMPSON RD SR 2041 -� -�' � PROPOSED ROADWAY
v z
m 0 Now,PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER, SIDEWALK
�� �Q ', LAKES, RIVER, STREAMS AND PONDS
NCDOT PROJECT W-571OX
�� 0 f PROPERTY LINES
WBS # 448561.24 tir
OF TRAM � ® EXISTING RIGHT OF WAY
MAP 1 OF 1
• t.. EXISTING WETLAND (SURVEY)
Figure 3 - Design Maps
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Appendix D
STATE OF NORTH CAROLINA
DEPARTMENT OF ADMMSTRATION
ROY COOPER
GOVERNOR
December 8, 2018
Ms. Michelle Suverkrubbe
NC Department of Transportation
c/o SEPI Engineering
1025 Wade Avenue
Raleigh, North Carolina 27605
MACHELLE SANDERS
SECRETARY
Re: SCH File # 19-E-4220-0112; Proposed project is for the intersection improvements
of Sunset Road at Oakdale Road, Miranda Road and Lawing Road and Oakdale
Road at Simpson Road. STIP C-5613L/W-5710X
Dear Ms. Suverkrubbe:
The above referenced environmental impact information has been submitted to the State
Clearinghouse under the provisions of the National Environmental Policy Act. According to
G.S. I I3A-10, when a state agency is required to prepare an environmental document under the
provisions of federal law, the environmental document meets the provisions of the State
Environmental Policy Act. Attached to this letter for your consideration are comments made by
the agencies in the review of this document.
If any further environmental review documents are prepared for this project, they should be
forwarded to this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
Cryst I Best
State Environmental Review Clearinghouse
Attachments
cc: Region F
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF ADMINISTRATION Fax: [phone] WEST JONES STREET
1301 MAIL SERVICE CENTER COURIER #51-01-00 RALEIGH, NORTH CAROLINA
RALEIGH, NC 27699-1301 Email: [e-mail]
Website: www.ncadmin.nc.s+ov

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
JAM1E RAGAN
Director
MEMORANDUM
NORTH CAROLlNA
Environmental QuafW
To: Crystal Best
State Clearinghouse Coordinator.
Department of Administration
From: Lyn Hardison
Division of Environmental Assistance and Customer Service
Environmental Assistance and Project Review Coordinator
Washington Regional Office
RE: 19-0112
Scoping - Proposed project is for the intersection improvements of
Sunset Road at Oakdale Road, Miranda Road and Lawing Road and
Oakdale Road at Simpson Road. STIP C-5613L/W-5710X
Mecklenburg County
Date: December 5, 2018
The Department of Environmental Quality has reviewed the proposal for the referenced
project. Based on the information provided, several of our agencies have identified permits that
may be required and offered some valuable guidance. The comments are attached for the
applicant's review.
The Department encourages the applicant to continue to work with our agencies during the
NEPA Merger Process and as this project moves forward.
Thank you for the opportunity to respond.
Attachments
North Carolina Department of Environmental Quality I Division of Errviromnental Assistance and Customer Service
217 West jaws Street 11639 Mail Service Center I Raleigh, North Carolina 27699-1639
877,623.6748

.P,OY C4C)OPE11
NORT14 CAROLINA
comw
J<n4rWusvnWQrp
M[CHAEL S. REGAN
se"W
MCHAELSCOTT
nkeefcr.
Date: November 14, 2018
To: Michael Scott, Director
Division of Waste Management
Through: Janet Macdonald
Inactive Hazardous Sites Branch —Special Projects Unit
From: Bonnie S. Ware
Inactive Hazardous Sites Branch
Subject: NEPA Project #19-0112, NC Department of Transportation, Mecklenburg County, North
Carolina
The Superfund Section has reviewed the proximity of sites under its jurisdiction to the NC Department of
Transportation project. Proposed project is for the intersection improvements of Sunset Road at Oakdale
Road, Miranda Road and Lawing Road and Oakdale Road at Simpson Road.
No sites were identified within one mile of the project as shown on the attached report.
Please contact Janet Macdonald at 919.707.8349 if you have any questions.
e:��Q.EOt
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Nor
WanhCaTvliraDepMwntofErMronmentalQuokr I R4vI; on Of Wu 0*Wnagcwnt
217 Wesdorrm Strict 11646Mall SeNcaCe w I Raletq. Nwh Cavllna 27609.1646

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ROY COOPER. NORTH CAROUNA
Governor Envhvnmenta! QuaUW
MICHAEL S. REGAN
Secretary
MICHAELSCOTT
Dfncctor
DATE: November 21, 2018
TO: Michael Scott, Division Director through Sharon Brinkley
FROM: Deb Aja, Western District Supervisor - Solid Waste Section
RE: NEPA Project 19-0112, Mecklenburg County, N.C.
NCDOT Intersection Project
The Solid Waste Section has reviewed the environmental scoping document for the NCDOT project
for intersection improvements of Sunset Road at Oakdale Road, Miranda Road and Lawing Road
and Oakdale Road at Simpson Road in Charlotte, Mecklenburg County, North Carolina. The review
has been completed and has found no adverse impact on the surrounding community and
likewise knows of no situations in the community, which would affect this project from a solid
waste perspective.
During the project, everyfeasible effort should be made to minimize the generation of waste,
to recycle materials for which viable markets exist, and to use recycled products and
materials in the development of this project where suitable. Any waste existing at the site or
generated by this project that cannot be beneficially reused or recycled must be disposed of
at a solid waste management facility approved to manage the respective waste type. The
Section strongly recommends that any contractors are required to provide proof of proper
disposal for all waste generated as part of the project.
A list of permitted solid waste management facilities is available on the Solid Waste Section
portal site at: http://deg.nc.gov,'aboutjdivisions/waste-managementlwaste-manager
ru les-data/solid-waste-management-a n n ual-reports/solid-waste-perm fitted-faci I ity-list
Questions regarding the management of solid waste for this project should be directed to
Joseph Hack, Mecklenburg County Land Use & Environmental Services, at [phone].
Cc: Jason Watkins, Field Operations Branch Head
Teresa Bradford, Environmental Senior Specialist
Joseph Hack, Mecklenburg County
North Carolina Department of Environmental Quality I Division of waste Management
Asheville Regional Office 12090 U.S. Highway 70 1 Swannanoa, North Carolina 26778
8128.296.4500

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: MRO
Project Number: 19-0112 Due Date: 12 3 2018
County: Mecklenburg
After review of this project it has been determined that the DEQ permit(s) and/or approvals indicated may need to be obtained in order for this
project to comply with North Carolina Law. Questions regarding these permits should be addressed to the Regional Office indicated on the
reverse of the form. All applications, information and guidelines relative to these plans and permits are available from the same Regional Office.
Normal Processing
PERMITS SPECIAL APPLICATION PROCEDURES or REQUIREMENTS Time
(statutory time
limit)
Permit to construct & operate wastewater
Application 90 days before begins construction or award of construction
®treatment
facilities, non-standard sewer system
contracts. site inspection may required. Post -application technical
30 days
extensions & sewer systems that do not
conference usual.
us
(90 days)
discharge into state surface waters.
Fast -Track Permitting program consists of the submittal of an application
Permit to construct & operate, sewer extensions
gravity sewers, pump stations and
30 days
®involving
force mains discharging into a sewer collection
and an engineer's certification that the project meets all applicable State
(N/A)
rules and Division Minimum Design Criteria.
system
NPDES - permit to discharge into surface water Application 180 days before begins activity. On -site inspection. Pre-
®
and/or permit to operate and construct application conference usual. Additionally, obtain permit to construct
90-120 days
wastewater facilities discharging into state wastewater treatment facility -granted after NPDES. Reply time, 30 days
(N/A)
surface waters. after receipt of plans or issue of NPDES permit -whichever is later.
❑
Water Use Permit
Pre -application technical conference usually necessary.
30 days
(N/A)
Complete application must be received and permit issued prior to the
❑
Well Construction Permit
installation of a groundwater monitoring well located on property not
7 days
owned by the applicant, and for a large capacity (>100,000 gallons per
(1S days)
day) water supply well.
Application copy must be served on each adjacent riparian property
❑
Dredge and Fill Permit
owner. On -site inspection. Pre -application conference usual. Filling may
SS days
require Easement to Fill from N.C. Department of Administration and
(90 days)
Federal Dredge and Fill Permit.
Permit to construct & operate Air Pollution
Application must be submitted and permit received prior to
❑
Abatement facilities and/orth Emission Sources as
construction and operation of the source. If a permit is required
90 days
per 1S A NCAC (2Q.0100 ru 2Q.0300)
in an area without local zoning, then there are additional
requirements and timelines (2Q.0113).
Any open burning associated with subject
❑
proposal must be in compliance with 15 A NCAC
N/A
60 days
2D.1900
(90 days)
Demolition or renovations of structures
Please Note - The Health Hazards Control Unit (HHCU) of the N.C.
containing asbestos material must be in
Department of Health and Human Services, must be notified of plans to
❑
compliance with 15 A NCAC 20.1110 (a) (1)
demolish a building, including residences for commercial or industrial 60 days
which requires notification and removal prior to
expansion, even if no asbestos is present in the building. (90 days)
demolition. Contact Asbestos Control Group
919-707-S9S0
The Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity. An erosion &
sedimentation control plan will be required if one or more -acres are to be disturbed. Plan must be filed with and approved by
❑
applicable Regional Office (Land Quality Section) at least 30 days before beginning activity. A NPDES Construction
20 days
Stormwater permit (NCG010000) is also usually issued should design features meet minimum requirements. A fee of $6S for
(30 days)
the first acre or any part of an acre. An express review option is available with additional fees.
Sedimentation and erosion control must be addressed in accordance with NCDOT's approved program. Particular attention
(30 days)
®
should be given to design and installation of appropriate perimeter sediment trapping devices as well as stable Stormwater
conveyances and outlets.
Sedimentation and erosion control must be addressed in accordance with Local Government's approved program.
❑
Particular attention should be given to design and installation of appropriate erimeter sediment trapping devices as well as
g gp pp g
Based on Local
stable Stormwater conveyances and outlets.
Program
❑
Compliance with 1SA NCAC 2H .0126 - NPDES Stormwater Program which regulates three types of activities: Industrial,
30-60 days
Municipal Separate Storm Sewer System & Construction activities that disturb >_1 acre.
(90 days)
Compliance with 1SA NCAC 2H 1000 -State Stormwater Permitting Programs regulate site development and post-
❑ construction stormwater runoff control. Areas subject to these permit programs include all 20 coastal counties, and various
4S days
other counties and watersheds throughout the state.
(90 days)
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 1 of 4
January 2017/lbh

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: MRO
Project Number: 19-0112 Due Date: 12 3 2018
County: Mecklenburg
Normal Processing
PERMITS
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
Time
(statutory time
limit)
On -site inspection usual. Surety bond filed with DEQ Bond amount varies
❑
Mining Permit
with type mine and number of acres of affected land. Affected area
30 days
greater than one acre must be permitted. The appropriate bond must be
(60 days)
received before the permit can be issued.
If permit required, application 60 days before begin construction.
Applicant must hire N.C. qualified engineer to: prepare plans, inspect
construction, and certify construction is according to DEQ approved
❑
Dam Safety Permit
plans. May also require a permit under mosquito control program. And a
30 days
404 permit from Corps of Engineers. An inspection of site is necessary to
(60 days)
verify Hazard Classification. A minimum fee of $200.00 must accompany
the application. An additional processing fee based on a percentage or
the total project cost will be required upon completion.
N/A
❑
Oil Refining Facilities
90-120 days
(N/A)
File surety bond of $5,000 with DEQ running to State of NC conditional
❑
Permit to drill exploratory oil or gas well
that any well opened by drill operator shall, upon abandonment, be
10 days
plugged according to DEQ rules and regulations.
N/A
❑
Geophysical Exploration Permit
Application filed with DEQ at least 10 days prior to issue of permit.
10 days
Application by letter. No standard application form.
N/A
Application fee based on structure size is charged. Must include
15-2days
❑
State Lakes Construction Permit
descriptions 8c drawings of structure 8c proof of ownership of riparian
N// A
property
Compliance with the T15A 02H .0500 Certifications are required
60 days
®
401 Water Quality Certification
whenever construction or operation of facilities will result in a discharge
(130 days)
into navigable water as described in 33 CFR part 323.
Compliance with Catawba, Goose Creek, Jordan Lake, Randleman, Tar Pamlico or Neuse Riparian Buffer Rules is required.
❑
Buffer requirements: http://deg.nc.gov/about/divisions/water-resources/water-resources-13ermitslwastewater-branch1401-
wetla nds-buffer-permits/401-riparian-buffer-protection-program
Nutrient Offset: Loading requirements for nitrogen and phosphorus in the Neuse and Tar -Pamlico River basins, and in the
Jordan and Falls Lake watersheds, as part ofthe nutrient -management strategies in these areas. DWR nutrient offset
❑
information:
htto://deo.nc.pov/about/divisions/water-resources/pI nning.!nonpoint-source-manap. ement/nutrient-offset-information
❑
CAMA Permit for MAJOR development
$250.00 - $475.00 fee must accompany application
75 days
(1S0 days)
❑
CAMA Permit for MINOR development
$100.00 fee must accompany application
22 days
(25 days)
®
Abandonment of any wells, if required must be in accordance with Title 15A. Subchapter 2C.0100.
®
Notification of the proper regional office is requested if "orphan" underground storage tanks (USTS) are discovered during
any excavation operation.
Plans and specifications for the construction, expansion, or alteration of a public water system must be approved by the
Division of Water Resources/Public Water Supply Section prior to the award of a contract or the initiation of construction as
❑
per 15A NCAC 18C .0300 et. seq., Plans and specifications should be submitted to 1634 Mail Service Center, Raleigh, North
30 days
Carolina 27699-1634. All public water supply systems must comply with state and federal drinking water monitoring
requirements. For more information, contact the Public Water Supply Section, [phone].
If existing water lines will be relocated during the construction, plans for the water line relocation must be submitted to the
❑
Division of Water Resources/Public Water Supply Section at 1634 Mail Service Center, Raleigh, North Carolina 27699-1634.
30 days
For more information, contact the Public Water Supply Section, [phone].
Plans and specifications for the construction, expansion, or alteration of the Charlotte Mecklenburs water system must be
®
approved through the Charlotte Mecklenburg delegated plan approval authority. Please contact them at 704-432-5097 for
further information.
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 2 of 4
January 2017/lbh

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: MRO
Project Number: 19-0112 Due Date: 12 3 2018
County: Mecklenburg
Other Comments (attach additional pages as necessary, being certain to comment authority)
Division
Initials
No
comment
Comments
Date
Review
DAQ
CA
Li
Mecklenburg has a local Air Program which is responsible for this address.
12/3/18
DWR-WQROS
JB &
❑
I have completed the WQROS review for the projects referenced in the
12/3/18
(Aquifer & Surface)
request below:
19-0112:
MRO WQROS defers to the DWR Transportation Permitting Unit for all
commentary specifically related to transportation planning and permitting
issues.
• In reference to the maps provided, it appears that a Section 401
Water Quality Certification/Section 404 Permit will be necessary (box
checked). Potential stream impacts should be determined prior to
construction.
• Modification to NPDES Wastewater, and Wastewater Collection
System Permits may be necessary if existing facilities are to be modified as a
result of the project (boxes checked); NPDES Stormwater Permitting may be
required through DEMLR.
• If located, wells should be properly abandoned (box checked).
• Intergovernmental Review - Project Comments Form attached for
review
DWR-PWS
JHW
❑
See above comment
11/13/18
11/16/18
DEMLR (LQ & SW)
ZSK
❑
See above comment
DWM — UST
RHT
❑
RE: Project Review Form: 19-0112
11/26/18
I have read through the scoping document for the proposed project. The
following comments are pertinent to my review:
1. The Mooresville Regional Office (MRO) UST Section recommends
removal of any abandoned or out -of -use petroleum USTs or petroleum above
ground storage tanks (ASTs) within the project area. The UST Section should
be contacted regarding use of any proposed or on -site petroleum USTs or
ASTs. We may be reached at 704-663-1699.
2. Any petroleum spills must be contained and the area of impact must
be properly restored. Petroleum spills of significant quantity must be
reported to the North Carolina Department of Environment & Natural
Resources— Division of Waste Management Underground Storage Tank
Section in the Mooresville Regional Office at 704-663-1699.
3. Any soils excavated during demolition or construction that show
evidence of petroleum contamination, such as stained soil, odors, or free
product must be reported immediately to the local Fire Marshall to determine
whether explosion or inhalation hazards exist. Also, notify the UST Section of
the Mooresville Regional Office at 704-663-1699. Petroleum contaminated
soils must be handled in accordance with all applicable regulations.
If you have any questions or need additional information, please contact me
at [e-mail] or by phone at 704-235-2167.
Other Comments
REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office marked below.
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 3 of 4
January 2017/lbh

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
❑ Asheville Regional Office
❑ Fayetteville Regional Office
2090 U.S. 70 Highway
225 Green Street, Suite 714,
Swannanoa, NC 28778-8211
Fayetteville, NC 28301-5043
Phone:[phone]
Phone:[phone]
Fax: [phone]
Fax: [phone]
❑ Raleigh Regional Office
3800 Barrett Drive,
Raleigh, NC 27609
Phone:[phone]
Fax:[phone]
❑ Washington Regional Office
943 Washington Square Mall,
Washington, NC 27889
Phone:[phone]
Fax:[phone]
❑ Winston-Salem Regional Office
450 Hanes Mill Road, Suite 300,
Winston-Salem, NC 27105
Phone: [phone]
Fax: [phone]
® Mooresville Regional Office
610 East Center Avenue, Suite 301,
Mooresville, NC 28115
Phone:[phone]
Fax:[phone]
❑ Wilmington Regional Office
127 Cardinal Drive Ext.,
Wilmington, NC 28405
Phone:[phone]
Fax:[phone]
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form
January 2017/lbh
Page 4 of 4

COUNTY: MECKLENBURG
MS CARRIE ATKINSON
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
F01:HIGHWAYS AND ROADS
CLEARINGHOUSE COORDINATOR
DEPT OF TRANSPORTATION
STATEWIDE PLANNING - MSC #1554
RALEIGH NC
REVIEW DISTRIBUTION
CENTRALINA-COG
DEPT OF AGRICULTURE
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
DEPT OF TRANSPORTATION
DNCR - NATURAL HERITAGE PROGRAM
DOA - COMMISSION OF INDIAN AFFAIRS
DPS - DIV OF EMERGENCY MANAGEMENT
PROJECT INFORMATION
APPLICANT: NC Department of Transportation
TYPE: National Environmental Policy Act
Scoping
STATE NUMBER: 19-E-4220-0112
DATE RECEIVED: 11/07/2018
AGENCY RESPONSE: 12/03/2018
REVIEW CLOSED: 12/07/2018
RECEIVED
S�i?rretlry'3
DEC 0620
718nSPortatlon Planning o fa
Di"sion DOA
NOV 14 2018
DESC: Proposed project is for the intersection improvements of Sunset Road at Oakdale
Road, Miranda Road and Lawing Road and Oakdale Road at Simpson Road. STIP
C-5613L/W-5710X
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: 2--NO COMMENT ❑ COMMENTS ATTACHED
1
SIGNED BY: ! - DATE:

NORTH CAROLINA STATE CLEARINMOUSE
DEPARTMENT OF AM41NISTRATION
INTERGOVEPJDMITAL REVIEW
COUNTY:MECKLENBURG P02:HIGHWAYS AND ROADS STATE NUMBER: 19-E-4220-0112
DATE RECEIVED: 11/07/2018
AGENCY RESPONSEs12/03/2018
REVIEW CLOSED: 12/07/2018
MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE. COORDINATOR
DEPT OF NATURAL & CULTURAL RESOURCE
STATE HISTORIC PRESERVATION OFFICE
MSC 4617 - ARCHIVES BUILDING
RALEIGH NC
REVIEW DISTRIBUTION
CENTRALINA COG
DEPT OF AGRICULTURE
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
DEPT OF TRANSPORTATION
DNCR - NATURAL HERITAGE PROGRAM
DOA - COMMISSION OF INDIAN AFFAIRS
DPS - DIV OF EMERGENCY MANAGEMENT
PROJECT INFORMATION
APPLICANT: NC Department of Transportation
TYPE: National Environmental Policy Act
Scoping
Received: 11 / 16/2018
State Historic Preservation Office
This project is covered by the
Programmatic Agreement between
NCDOT, FHWA, & NCSHPO.
Please contact:
Mary Pope Furr, NCDOT
Matt Wilkerson, NCDOT
DESC: Proposed project is for the intersection improvements of Sunset Road at Oakdale
Road, Miranda Road and Lawing Road and Oakdale Road at Simpson Road. STIP
C-5613L/W-5710X
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: NO COMMENT " CONMENTS
SIGNED BY: DATE:

NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION W Q 9 208
INTERGOVERNMENTAL REVIEW
COUNTY:MECKLENBURG F02.HIGHWAYS AND ROADS STATE NUMBER: 19-E-4220-0112
DATE RECEIVED: 11/07/2018
AGENCY RESPONSE: 12/03/2018
.REVIEW CLOSED: 12/07/2018
MS CINDY WILLIAMS
CLEARINGHOUSE COORDINATOR
DPS - DIV OF EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
4218 MAIL SERVICE CENTER
RALEIGH NC
REVIEW DISTRIBUTION
CENTRALINA COG
�C
RE CEM
DEPT OF AGRICULTURE
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
W)V If ix
DEPT OF TRANSPORTATION
DNCR - NATURAL HERITAGE PROGRAM
00A
DOA - COMMISSION OF INDIAN AFFAIRS
DPS - DIV OF EMERGENCY MANAGEMENT
PROJECT INFORMATION
APPLICANT: NC Department of Transportation
TYPE: National Environmental Policy Act
Scoping
DESC: Proposed project is for the intersection improvements of Sunset Road at Oakdale
Road, Miranda Road and Lawing Road and Oakdale Road at Simpson Road. STIP
C-5613L/W-5710X
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: 10 COMMENT ❑ COMMENTS ATTACHED
SIGNED BY: DATE:
lkikw ' �

NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY:MECKLENBURG F02:HIGHWAYS AND ROADS
MR GREG RICHARDSON
CLEARINGHOUSE
DOA- IAN AFFAIRS Sp retar9 s
1317 MAIL SERVICE CENTER NOV 14112*
RALEIGH NC {�j�,�
REVIEW DISTRIBUTION -"`e
CENTRALINA COG DOA
DEPT OF AGRICULTURE
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
DEPT OF TRANSPORTATION
DNCR - NATURAL HERITAGE PROGRAM
DOA - COMMISSION OF INDIAN AFFAIRS
DPS - DIV OF EMERGENCY MANAGEMENT
PROJECT INFORMATION
APPLICANT: NC Department of Transportation
TYPE: National Environmental Policy Act
Scoping
STATE NUMBER: 19-E-4220-0112
DATE RECEIVED: 11/07/2018
AGENCY RESPONSE: 12/03/2018
REVIEW CLOSED: 12/07/2018
By
Nov o 9 zags
DESC: Proposed project is for the intersection improvements of Sunset Road at Oakdale
Road, Miranda Road and Lawing Road and Oakdale Road at Simpson Road. STIP
C-5613L/W-5710X
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT S �FEVIEW E F LOWING IS SUBMITTED: FR-NO COMMENT ❑ COMMENTS ATTACHED
SIGNED BY: 2G/jp � DATE: / / --'r"4f C>

NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTFURR06VERNMENTAL REVIEW
COUNTYt MECKLENBURG F02:HIGHWAYS AND ROADS STATE NUMBER: 19-E-4220-0112
DATE RECEIVED: 11/07/2018 4'
AGENCY RESPONSE: 12 / 0�3 / 2,0e18
REVIEW CLOSED: 12/07/2018
MR RODNEY BUTLER
CLEARINGHOUSE COORDINATOR
DNCR - NATURAL HERITAGE PROGRAM
1551 MAIL SERVICE CENTER
RALEIGH NC
REVIEW DISTRIBUTION
CENTRALINA COG
DEPT OF AGRICULTURE
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
DEPT OF TRANSPORTATION
DNCR - NATURAL HERITAGE PROGRAM
DOA - COMMISSION OF INDIAN AFFAIRS
DPS - DIV OF EMERGENCY MANAGEMENT
PROJECT INFORMATION
APPLICANT: NC Department of Transportation
TYPE: National Environmental Policy Act
Scoping
DESC: Proposed project is for the intersection improvements of Sunset Road at Oakdale
Road, Miranda Road and Lawing Road and Oakdale Road at Simpson Road. STIP
C-5513L/W-5710X
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27599-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS
SUBMITTED: NO COMMENT COMMENTS ATTACHED
SIGNED BY: DATE: Z.O / 8

NC DEPARTMENT OF
wags
lr
NATURAL AND CULTURAL RESOURCES
Roy Cooper. Governor
Susi Hamilton, Secretary
Walter Clark, Director, Land and Water Stewardship
NCNHDE-7656
December 3, 2018
North Carolina State Clearinghouse Coordinator
NC Department of Administration
1301 MSC
Raleigh, NC 27699-1301
RE: Scoping: C-5613L/W-5710X - intersection improvements at Sunset Rd at Oakdale Rd, etc.;
C-5613 L/W -5710 X/S C H #19-0112
Dear North Carolina State Clearinghouse Coordinator:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws,gov/offices/Di rectory/ListOffices.cfm?statecode=37_
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Suzanne. Mason at suzanne.mason(6ncdcr.gov or 919-707-8637.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
09) ,I - TIP. I Ci''LW-11 FYC iI(vi2 • A rd FS:.II .rR"Ir[ C ENIC rC
OPC 919,7079120 • FAX 919,707.912,

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Appendix E
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
MEMORANDUM TO:
7/31/2019
Theo Ghitea, PE
DM-STIP Program Engineer
North Carolina Department of Transportation
FROM: Gordon Box, PG
GeoEnvironmental Project Manager
GeoEnvironmental Section
Geotechnical Engineering Unit
JAn/IES H. TRomom III
SECRETARY
TIP NO: W-571 OX
WBS: 44856.1.24
COUNTY: MECKLENBURG
DIVISION 10
DESCRIPTION: SR 2042 (OAKDALE ROAD), SR 2108 (SUNSET
BOULEVARD), SR 2025 (MIRANDA ROAD) AND SR 2040
(LAWING ROAD) NEAR CHARLOTTE SAFETY
IMPROVEMENTS (MP: 1.177 - 1.177)
SUBJECT: GeoEnvironmental Phase I Report
The GeoEnvironmental Section of the Geotechnical Engineering Unit performed a Phase I field
investigation on July 18, 2019 for the above referenced project to identify geoenvironmental sites
of concern. The purpose of this report is to document sites of concern within the project study
area that are or may be contaminated. These sites of concern should be included in the
environmental planning document in an effort to assist the project stakeholders in reducing or
avoiding impacts to these sites. Sites of concern may include, but are not limited to, underground
storage tank (UST) sites, dry cleaning facilities, hazardous waste sites, regulated landfills and
unregulated dumpsites.
Findings
Four (4) sites of concern were identified within the proposed study area. We anticipate low
monetary and scheduling impacts resulting from these sites. See the following table and figure for
details.
Please note that discovery of additional sites not recorded by regulatory agencies and not
reasonably discernible during the project reconnaissance may occur. The GeoEnvironmental
Section should be notified immediately after discovery of such sites so their potential impact(s)
may be assessed.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 1020 BIRCH RIDGE DRIVE
GEOTECHNICAL ENGINEERING UNIT RALEIGH, NC 27610
1589 MAIL SERVICE CENTER
RALEIGH, NC 27699-1589 Website: www.ncdot.gov

GeoEnvironmental Phase I Report
T.I.P.#: W-5710X
Page 2 of 7
Sites of concern identified in this report should be reviewed by the GeoEnvironmental Section once
the Final Right of Way plans are complete to determine if Phase II Investigations and Right of Way
Recommendations are necessary prior to right of way being acquired.
If there are questions regarding the geoenvironmental issues, please contact me, at [phone].
cc:
John Pilipchuk, LG, PE, State Geotechnical Engineer
Brian Hanks, PE, State Structures Engineer
Brent Hall, Locations and Surveys
Carl Barclay, PE, State Utilities Manager
Rick Baucom, PE, Division Construction Engineer
Trent Culp, Division Right of Way Agent
Eric Williams, PE, Geotechnical Regional Manager
Kevin Miller, PE, Regional Geological Engineer
Heather Fulghum, ROW Unit, Negotiations, State Negotiator
row-notify&ncdot. og_v
roadwaydesign&ncdot.gov
hydraulics_ notifykncdot.gov
File

(01) Property Name:
KELLY ESTATE -FRANK AUSTIN
3500 OAKDALE RD
CHARLOTTE, NC
Facility ID: NA
Incident Type/Number: 36231
UST Number: MO-7597
GeoEnvironmental Phase I Report
T.I.P.#: W-571OX
Page 3 of 7
Property Owner:
WEATHERSBEE PROPERTIES LLC,
2223 CROYDON RD STE 403
CHARLOTTE, NC
UST Owner:
KELLY ESTATE -FRANK AUSTIN
3500 OAKDALE RD
Anticipated Impacts: Low
This parcel is located along the eastern side of Oakdale Rd. It is a residential site that had a residential
UST incident c. 2007. After UST removal and Initial Abatement Action, a clean closure and status of
no further action was obtained. No acquisition or excavation is proposed at this parcel.

(02) Property Name:
GREG' S BARBERSHOP
3216 E. Gate City Boulevard
CHARLOTTE, NC
GeoEnvironmental Phase I Report
T.I.P.#: W-571OX
Page 4 of 7
Property Owner:
MOORE, GREGORY C
411 S MAIN ST
MT HOLLY, NC
Facility ID: NA UST Owner:
Incident Type/Number: NA NA
UST Number: NA
Anticipated Impacts: Low
This parcel is located along the western side of Oakdale Rd. The site has an old building that is
currently a barber shop, the building could have been a store, previously - there is a bay door toward
the rear (on the southern side), which is some evidence that it could have served automobiles. There is
no other evidence the facility was previously a gas station; however, it is an ideal location for a gas
station. Recent asphalt may cover any previous evidence of USTs. Acquisition and excavation are
proposed at this parcel.

(03) Property Name:
VACANT LOT
3218 E. Gate City Boulevard
CHARLOTTE, NC
Facility ID: NA
Incident Type/Number: NA
UST Number: NA
GeoEnvironmental Phase I Report
T.I.P.#: W-571OX
Page 5 of 7
Property Owner:
KAKAVITSAS, JOHN
1217 SUNSET RD
CHARLOTTE, NC
UST Owner:
NA
Anticipated Impacts: Low
This parcel is located along the eastern side of Oakdale Rd. and northern side of Sunset Rd. It is
currently a vacant lot, that would have been a good location for a store or gas station, however, no
features consistent with USTs or previous site improvement were observed onsite. Acquisition and
excavation are proposed at this parcel.

(04) Property Name:
Oakhill Mini Mart
3709 OAKDALE RD
CHARLOTTE, NC
GeoEnvironmental Phase I Report
T.I.P.#: W-571OX
Page 6 of 7
Property Owner:
OAKHILL DELI & GRILL LLC,
3709 OAKDALE RD
CHARLOTTE, NC
Facility ID: 13941 UST Owner:
Incident Type/Number: 19427 Bil Mar In DBA Oakhill Mini Mart
UST Number: MO-5448 3709 OAKDALE RD
Anticipated Impacts: Low
This site is located along the western side of Oakdale Rd. and northern side of Simpson Rd. The site
has an active gas station, four USTs are registered, and four vents observed. The site had a UST
incident c. 2000. There is impacted soil S of the building. Seven groundwater monitoring wells should
be properly abandoned before construction (-19 wells are onsite: 10-11 wells were observed on this
parcel, and seven are beyond the parcel boundaries. Three groundwater monitoring wells require
abandonment within the proposed easement along the western side of Oakdale Rd., two groundwater
monitoring wells require abandonment from within the existing ROW along the eastern side of
Oakdale Rd., and two groundwater monitoring wells require proper abandonment from within the
existing ROW along the southern side of Simpson Rd.). Acquisition of an easement and ROW is
proposed at this parcel, east of the building and canopy. Excavation of traffic islands, thus, shallow
excavation, is anticipated at this parcel, east of the existing canopy.

GeoEnvironmental Phase I Report
T.I.P.#: W-571OX
Page 7 of 7
Appendix A
Location of GeoEnvironmentaf Sites of Concern

v�
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY
5/13/2019
MEMORANDUM TO: Theo Ghitea, PE
DM-STIP Program Engineer —Division 10
FROM: Gordon Box, PG
GeoEnvironmental Project Manager
GeoEnvironmental Section
Geotechnical Engineering Unit
TIP NO: W-571 OX
WBS: 44856.1.24
COUNTY: MECKLENBURG
DIVISION 10
DESCRIPTION: SR 2042 (OAKDALE ROAD), SR 2108 (SUNSET BOULEVARD), SR 2025
(MIRANDA ROAD) AND SR 2040 (LAWING ROAD) NEAR CHARLOTTE
SAFETY IMPROVEMENTS (MP: 1.177 - 1.177)
SUBJECT: Pre-Scoping Comments
The GeoEnvironmental Section performed a records search of readily available information for the given project
study area to identify known and potential sites of concern. Four (4) UST facilities were identified within the
project area. Refer to the attached table and figures for a list of sites of concern and their anticipated impacts.
A detailed Phase I study of the preferred alternative should be performed to field verify the hazardous waste sites
and identify unknown sites. This detailed Phase I study should be included in the environmental document.
cc:
John Pilipchuk, LG, PE, State Geotechnical Engineer
Brian Hanks, PE, State Structures Engineer
Dale Burton, PE, PLS, State Locations and Surveys Engineer
Carl Barclay, PE, State Utilities Manager
Rick Baucom, PE, Division Construction Engineer
Kenny Hill, Division Right of Way Agent
Eric Williams, PE, Geotechnical Regional Manager
Kevin Miller, PE, Regional Geological Engineer
Tracy Clark, Assistant State Negotiator
Heather Fulghum, Assistant State Negotiator
[e-mail]
roadwaydesign&pcdot. gov
hydraulics _notiby pcdot.goy
File
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
GEOTECHNICAL ENGINEERING UNIT
1589 MAIL SERVICE CENTER
RALEIGH NC 27699-1589
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: www.nedot.gov
Location:
CENTURY CENTER COMPLEX
ENTRANCE B-2
1020 BIRCH RIDGE DRIVE
RALEIGH NC

T.I.P.#: W-571OX
Page 2 of 4
Table
USTs, Landfills & Other Potentially Contaminated Sites of Concern
Site #
Type
Location
UST Facility
Property Name
Property Owner
Anticipated Impact
Anticipate
Comments
ID #
d Risk
01
UST
3500 OAKDALE
NA
KELLY
WEATHERSBE
USTs and/or petroleum
Low
This parcel is located
RD
ESTATE-
E PROPERTIES
impacted soil and/or
along the eastern side of
CHARLOTTE, NC
FRANK
LLC,
groundwater.
Oakdale Rd. It is a
AUSTIN
residential site that had a
residential UST incident
c. 2007. After UST
removal and Initial
Abatement Action a clean
closure and status of no
further action was
obtained. No acquisition
or excavation is proposed
at this parcel.
02
UST
3216 E. Gate City
NA
GREG'S
MOORE,
USTs and/or petroleum
Low
This parcel is located
Boulevard
BARBERSHOP
GREGORY C
impacted soil and/or
along the western side of
CHARLOTTE, NC
groundwater.
Oakdale Rd. The site
currently has a barber
shop, but the building
may have been a store
/gas station previously.
Acquisition and
excavation are proposed
at this parcel.
03
UST
3218 E. Gate City
NA
VACANT LOT
KAKAVITSAS,
USTs and/or petroleum
Low
This parcel is located
Boulevard
JOHN
impacted soil and/or
along the eastern side of
CHARLOTTE, NC
groundwater.
Oakdale Rd. and northern
side of Sunset Rd. It is
currently a vacant lot, but
could have been a gas
station/store, historically.
Acquisition and
excavation are proposed
at this parcel.

T.I.P.#: W-571OX
Page 3 of 4
Table
USTs, Landfills & Other Potentially Contaminated Sites of Concern
Site #
Type
Location
UST Facility
ID #
Property Name
Property Owner
Anticipated Impact
Anticipate
d Risk
Comments
04
UST
3709 OAKDALE
13941
Oakhill Mini
OAKHILL DELI
USTs and/or petroleum
Low
This parcel is located
RD
Mart
& GRILL LLC,
impacted soil and/or
along the W side of
CHARLOTTE, NC
groundwater.
Oakdale Rd. and N side
of Simpson Rd. The
facility is an active gas
station that had a UST
incident c. 2000.
Contaminated soil is
present S of the building.
Acquisition of an
easement and ROW is
proposed at this parcel, E
of the building and
canopy. Shallow
excavation is anticipated
at this parcel, E of the
canopy. 3 groundwater
monitoring wells require
proper abandonment
within the proposed
easement. In addition, E
of Oakdale Rd., 2
groundwater monitoring
wells requires proper
abandonment from within
the existing ROW, and S
of Simpson Rd., 2
groundwater monitoring
wells requires proper
abandonment from within
the existing ROW.

T.I.P.#: W-571OX
Page 4 of 4
Appendix A
Location of GeoEnvirvnmental Sites of Concern

Appendix F
Projwt Tracking Na. (internal Use)
18-11-0012
HISTORIC ARCHICTECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
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:
C-5613
County:
Mecklenburg
WBSNo.:
43735.1.16
Document
MCC
T e.•
Fed. Aid No:
Funding:
® State ❑ Federal
Federal
❑ Yes ® No
Permit
none
Permits :
T e s :
P_ryject Description:
Intersection improvements (consisting of roundabouts) for Sunset Road (SR 2108) at Oakdale
Road (SR 20421SR 2025), Miranda Road (SR 2025) and Lawing Road (SR 2040); and Oakdale
Road SR 2025 at Simpson Road SR 2041).
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and
indexes was undertaken on December 27, 2018. Based on this review there are no NR, DE, LL,
SL, or SS in the Area of Potential Effects (APE). There are several properties over 50 years of
age in the APE. This is a state -funded project with no federal permits. No Survey is required at
this time.
Why the available information Provides a reliable basis for reasonably redictin that there
are no unidentirted siPnificant historic architectural or landscape resources in the pro►ect
area: Using HPO GIS website and county tax data provides reliable information regarding the structures
in the APE. These combined utilities are considered valid for the purposes of determining the likelihood
of historic resources being present.
SUPPORT DOCUMENTATION
®Map(s) ❑Previous Survey Info. ®Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
NCDOT Architeefural HistoriAn
Date
N
Historic Ai-chilectrse and Landscapes NO SURVEY R1sQU1Rl D fame for Minor Ironsportation Projects as Qw kfred In the 2007 Programtnalic Agreement.
Page 1 of 8

Historic Architecture and Landscapes NO SURVEY UQUIRRU form for Minor Transportation Projects as Q+ralifred in the 2007 Prvgrammalic Agreeniem.
Page 2 ❑f 8

r 07,
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s
• ig +'• • .n, '•� • y,. •'ip i e l: tj?': r- S•'i?i r, . y' •.0 .

JLAM-
Property 3 c. 1939
jT
w
j�Jj/��+� + � t ! iJ�•e J( �;���.�; �•+•S:x r �,�:`�=•,ryj![�J
• 'I �.1.SM1' ' .. :[a:�' i �i"Y` Il i� Lrr
V'
,y ^`-�'r
.'���,F :'�
—:r. .
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(, :f ' r '•i:`:: Pie 4'"rr'
ft:"fh �. .,, ry a�'. T r.
'"'f.. ".'� ;.e. tr ''. H
�.�' 7�'�1'!-��14'nn
''ia: `a,' ..rY:r;.
-.- .F:Y3. ,5.+F3 :. -f.
.�..�:.:ji.-.:.�
..• _ _ �n
.. :'1. _ � r►` �y•
Property 4 c. 1937
Historic Archileclure and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qfradified w Ike 2007 Programmatic Agreement.
Page 4 of 8

1'
1� _qRNW-
y-'art
Property 5 c. 1955
41.mr��
Property G c. 1957
Ni.rtaric Architecture and Lanrdwapes NQ SURVEY IWQU1RED form jar Minor 7innsparlafion Projects as Qudifred in the 2007 Programmatic Agreement.
Page 5 of 8

Property 7 c. 1932
Property 8 c. 1939
Historic Architecture and landscapes NO SURF Y REQUIRED farm for Minor Transportation Projects as Qualified in the 2007 Progrmama[ic Agreement.
Page 6 of 8

Property 9 e. 1947
ik F S.t�
i
Property 10 c. 1955
Hlsloric Archifeaure and Landscapes NO SURVEY REQUIRED form for Minor 7'ransporlafion Projects as Qratified in the 2007 Programmatic Agreement
Page 7 of 8

Property 11 c. 1947
Historic Architecture and Landscapes NO SURVEY REQUIRFD form for Minor Transportation Projects as Qmohfied in the 2007 Programmatic Agreement.
Page 8 of 8

..
�i yr 9
r: Legend
Stream
ll
Project Study Area
Railroad
Roads
Ponds
ii Year Flood Zone
.�14. h500 Year Flood Zone
Wetland
4
Parcels -2
5T1P C-5613L Environmental Features
Intersection Imnrovements for Sunset Road (SR 2108) at Oakdale Road (SR J I L� Q 17 C

Appendix G
Project Tracking No.:
1V-11-0012
NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not 4` ,
valid for Historic Architecture and Landscapes. You must consult separately with the
P P Y \. .
��:......_ �` • Cyr
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: C-5613L
WBS No: 43735.1.16
F.A. No: CMAQ-????
Federal Permit Required?
County: Mecklenburg
Document: Federal CE
Funding: ® State ® Federal
❑ Yes ® No Permit Type: N/A
Project Description: NCDOT's Division 10 proposes intersection improvements (consisting of
roundabouts) for Sunset Road (SR 2108) at Oakdale Road (SR 2042/SR 2025), Miranda Road (SR 2025)
and Lawing Road (SR 2040) and for Oakdale Road (SR 2025) at Simpson Road (SR 20141) in
Mecklenburg County. The existing cross -sections consist of 2-lane facilities with shoulders and ditches.
The proposed cross-section is to be a single -lane roundabout at each intersection. The existing ROW for
the roadways is listed as approximately 60 feet whereas the proposed ROW has not been determined.
Project length is listed as about 0.50 mile. Although Preliminary Designs Plans have not been developed,
a Study Area has been generated in order to facilitate the environmental review process at this time. The
Study Area is roughly centered on the main intersection of Sunset Road and Oakdale Road and
encompasses roughly 38.3 acres, inclusive of all existing roadways and any modern development
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
This project was accepted on Wednesday, November 21, 2018. A map review and site file search at the
Office of State Archaeology was conducted on Monday, November 26, 2018. The Oakdale -Miranda -
Sunset Intersection Project was erroneously submitted to HPO/OSA and was, thus, already reviewed by
their office (see ER# 17-1873). No archaeological survey has been conducted at this location and the
only archaeological sites of note within a one -mile radius of the proposed project were documented as a
result of the East Charlotte Outer Loop project (see TIP# R-211). Digital copies of HPO's maps
(Mountain Island Lake Quadrangle) as well as the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/)
were last reviewed on Thursday, November 29, 2018. There are no known historic architectural resources
located within or adjacent to the Study Area for which intact archaeological deposits would be anticipated
within the footprint of the proposed project. In addition, topographic maps, historic maps (NCMaps
website), USDA soil survey maps, and aerial photographs were utilized and inspected to gauge
environmental factors that may have contributed to historic or prehistoric settlement within the project
limits, and to assess the level of modern, slope, agricultural, hydrological, and other erosive -type
disturbances within and surrounding the Study Area.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
Both State and Federal funds will be used for this project, for which a Federal permit is not anticipated.
Permanent/temporary easements will be necessary as well as additional ROW. Although the extent of
new ROW has not been determined yet, the size and shape of the Study Area have been drawn in a way to
`7Vo ARCHAEOLOGYSURVEYREQUIRED"form forMinor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
1 of 3

Project Tracking No.:
18-11-0012
capture any possible ground -disturbing activities beyond the NCDOT's existing ROW that may be
associated with this project. At this time, we are in compliance with NC GS 121-12a since there are no
eligible (i.e. National Register -listed) archaeological resources located within the project's Study Area
that would require our attention. A review was undertaken of NC GS I I3A (North Carolina
Environmental Policy Act [SEPA]) since every State agency is to include an environmental statement on
any action involving a significant expenditure of public moneys or use of public land for projects and
programs significantly affecting the quality of the environment of the State. Based on the statute's
definition of a "significant expenditure of public moneys" (i.e. $10 million) and the fact that no "public
land" will be required, the proposed undertaking is to be considered an exempt action; therefore, an
archaeological survey would not be deemed necessary under State law.
From an environmental perspective, the Study Area falls within a rural/residential setting just south of the
I-485 corridor on the northwest side of Charlotte in the Southern Piedmont physiographic region of the
state. The Study Area consists of three (3) soil types (Cecil sandy clay loam, 2-8% slopes, eroded
[CeB2], Helena sandy loam, 2-8% slopes [HeB], and Wilkes loam, 4-8% slopes [WkB]), most of which
has been heavily disturbed by modern development and has succumbed to varying degrees of erosion.
Despite the presence of well -drained soils, the overall level of disturbance within the Study Area would
indicate that the preservation of intact archaeological resources would not be anticipated. Near the Study
Area, the Office of State Archaeology (OSA) has reviewed various projects for environmental
compliance, including transportation improvements (ERs 17-1873, 04-2957, 06-3151, and 03-3448), cell
tower locations (CTs 01-1102 and 06-3163), residential development (ER 18-1619), pedestrian
improvements (ER 16-1899), and an irrigation project (ER 97-8876). For the most part, no
archaeological surveys were recommended by OSA based on the levels of disturbance and/or erosion,
stating a low probability for intact and significant archaeological sites to be present. However,
archaeological surveys were conducted for undisturbed upland settings and where archaeological sites
were previously recorded. More importantly though, the proposed project has already been reviewed by
HPO/OSA, stating "no previously recorded archaeological sites within the APE and no cemeteries
recorded on the topo map... unlikely to impact significant archaeological resources."
Within five (5) miles of the Study Area, NCDOT's Archaeology Group has reviewed at least six (6)
transportation -related projects for environmental compliance under the Programmatic Agreement (PA)
with the State Historic Preservation Office (NC-HPO). Similar to OSA, archaeological surveys were not
recommended for most of these projects, based on the degree of modern disturbances and the level of
erosion surrounding each project area. Surveys, however, were recommended and conducted for two of
these projects based solely on the presence of historic cemeteries and an NRHP-listed property with intact
archaeological deposits, none of which occur within the Study Area. Nevertheless, the eroded and
disturbed soil conditions throughout the Study Area would suggest an archaeological survey would not be
necessary. Based on the level of disturbance at the intersections, the overall poor soil conditions, and the
fact that the project was previously reviewed, it is believed that the current Study Area, as depicted, is
unlikely to contain intact and significant archaeological resources. No archaeological survey is required
for this project. If design plans change or are made available prior to construction or if project conditions
change, then additional consultation regarding archaeology will be required. At this time, no further
archaeological work is recommended. If archaeological materials are uncovered during project activities,
then such resources will be dealt with according to the procedures set forth for "unanticipated
discoveries," to include notification of NCDOT's Archaeology Group.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
`7Vo ARCHAEOLOGYSURVEYREQUIRED"form forMinor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
2 of 3

Project Tracking No.:
18-11-0012
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
NCDOT ARCHAE6116GIST
Figure 1: Mountain Island Lake, NC (USGS 1997).
November 30, 2018
Date
`7Vo ARCHAEOLOGYSURVEYREQUIRED"form forMinor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
3 of 3

Appendix B — Stormwater Management Plan and Permit Drawings

Highway
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN%
(Version 3.00; Released August 2021)
FOR NCDOT PROJECTS
WBS Element: 44856.1.24
TIP/Prof No: W-571OX County(ies): Mecklenburg Page 1 of 2
General Project Information
WBS Element:
44856.1.24 ITIP Number: W-5710X I Project Type: lRoadway Widening Date: 1/11/2024
NCDOT Contact:
Dustin Simpson
Contractor 1 Designer:
Leah Young, PE
Address:
NCDOT DM-STIP Program
Address:
KCI Associates of NC
716 Main St
4505 Falls of Neuse Rd, Suite 400
Albemarle, NC 28001
Raleigh, NC 27609
Phone:
[phone]
Phone:
[phone]
Email:
dlsimpson(a4ncdot.gov
Email:
leah.m.Voung(o)kci.com
City/Town:
Charlotte
Sounty(ies):
Mecklenburg
RiverBasin(s):
Catawba
CAMACounty?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
68 Miles Surrounding Land Use: ISingle Family Homes, Businesses
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
3.7 Jac.
1.9 Jac.
Typical Cross Section Description:
(2) - 12' travel lanes with 8' shoulder at typical roadway
(2) - 11' travel lanes with variable shoulder at typical roadway
(2) - 18' travel lanes with a 39' grass median and 12' shoulder at roundabout
Annual Avg Daily Traffic (veh/hrlday):
Design/Future: 1 13000 1 Year: 12035
Existing: 6000 1 Year: 1 2016
General Project Narrative:
The proposed project will widen portions of Miranda Road (SR 2025), Oakdale Road (SR 2042), Sunset Road (SR 2108), Simpson Road (SR 2041), and Lawing Road (SR 2040) in
(Description of Minimization of Water
Mecklenburg County. The project will consist of the aforementioned roadway improvements in addition to constructing two roundabouts within the project limits. The project will cross
Quality Impacts)
over 3 waterbodies: McIntyre Creek and 2 unnamed jurisdictional streams (JSs). No waterbodies are listed on the 303(d) impaired waters list. The proposed roadway realignment of
Sunset Road (-Y3-) will be constructed over an unnamed JS, and a 30" RCP Class V Pipe (with 0.5' depth bury) will be constructed to maintain the flow for the unnamed JS.
There are wetlands within the proposed project limits. Fill activities will result in <0.01 AC. of permanent fill in wetlands. Wetland impacts have been minimized by steepening fill
slopes and elongating erosion control basins where appropriate. There will be 222 LF of permanent channel impacts and 197 LF of temporary channel impacts for the 30" RCP
Class V for the unnamed JS at Sunset Road (-Y3-). The total project impacts will result in <0.01 AC of permanent fill in wetlands, 222 LF of permanent channel impacts, and 197 LF
of temporary channel impacts. Riparian buffer rules do not apply for the Catawba River basin outside of the main stem.
Stormwater controls: Roadway runoff will be conveyed by curb & gutter and discharged into vegetated or riprap lined ditches or channel changes prior to entering McIntyre Creek or
any unnamed JS.

Highway
Stor►ilwawr
(Version 3.00; Released August 2021)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
a
WBS Element: 44856.1.24 TIP/Prof No.: W-571OX
County(ies): Mecklenburg
Page 2
of 2
General Project Information
Waterbody Information
Surface Water Body 1 : Mclnt re Creek
NCDWR Stream Index No.:
11-120-3- 2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV (WS-IV)
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect:
N/A
Project Includes Bridge Spanning Water Body?
No
I Deck Drains Discharge Over Buffer? I N/A
Dissi ator Pads Provided in Buffer?
I N/A
Deck Drains Discharge Over Water Body?
I N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no,
General Project Narrative)
justify in the
(If yes, provide justification in the General Project Narrative) I

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DIVISION OF HIGHWAYS `
I�To�Co W-5710X
STATR PROl.NQ P. A.PROI.NA 888CRIPPNN
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44856.1.24 HSIP-2042 002 PE
2042 � '1t
MECKLENBURG COUNTY "zo an.
68 2043
❑ ;
?07,
O1020
LOCATION: INTERSECTION IMPROVEMENTS AT SR 2025 AND SR 2042 (OAKDALE
ROAD) FROM SR 2025 (MIRANDA ROAD) TO SR 2108 (SUNSET ROAD)
TYPE OF WORK: GRADING, DRAINAGE, AND PAVEMENT
/ —
Zo42a�a �,,__.
TIP PROJ
WETLAND AND SURFACE WATER
a W-5710XECT
Pa190 Rd
IMPACTS PERMIT
o
V
_ AR T
2041
O 027
zloa
5
END CONSTRUCTION
E 2040 2025 CITY �IMIS
—Yl— STA. 14 + 60.53 /,, /
o
/6
VICINITY MAP
(NOT TO SCALE)
/ END CONSTRUCTION
4
/ —Y3— STA. 16 + 62.82
h9 ,
4O
/c /
.
/ BEGIN CONSTRUCTIONSIP
—D R2— STA. 10 + 00.00
?0
•l
BEGIN TIP PROJECT W-571OX
—Ll— STA. 11+00.00
I �'
END TIP PROJECT W-571OX
—1-2— STA. 16 + 00.00
ISLAND
TO MOUNTAIN
RD •) S R 2o2s
2042 �OAKDALE �p
SR
�O,yK�gl
02
E
Q�' RD•l
ryo� sp2D
yq'P! PERMIT DRAWING
SHEET 1 OF 9
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION j
PRELIMIINARY PLANS
—Y2— STA. 10 + 00.00
—Y4— STA. 12 + 00.00
DO NOT USE FOR CONSTRUCTION
END CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR Rf W ACQUISITION
THIS PROJECT IS PARTIALLY WITHIN THE MUNICIPAL BOUNDARIES OF CHARLOTTE.
—DR1— STA. 13+60.95
DOCUMENT NOT CONSIDERED FINAL
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
UNLESS ALL SIGNATURES COMPLETED
V
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Plans Prepared For NCDOT By:
,111111ad Aeoue
HYDRAULICS ENGINEER
ADT 2016 = 6000
Raleigh.. NC 27603
• Te1:9,9.789.9977
50 25 0 50 100
ADT 2035 = 13000
K = *
D =
LENGTH
-L- LINES ROADWAY TIP PROJECT W-571OX = 0.28 MILES
F2x9,9.788.9581
Li—C-2197
P.E.
®� NORF
�®�
2018 STANDARD SPECIFICATIONS
MICHAEL TAYLOR, PE
PLANS
50 25 0 50 100
T *
V = 50 MPH
LENGTH
-Y- LINES ROADWAY TIP PROJECT W-571OX = 0.40 MILES
RIGHT OF WAY DATE:
SIGNATURE:
ow o
�A
PROJECT ENGINEER
ROADWAY DESIGN
RND V = 30 MPH
MAY 14, 2021
I. T. YOUNIS
ENGINEER
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
TTST=* DUAL=2°/Q
TOTAL LENGTH TIP PROJECT W-5710X = 0.68 MILES
O
10 5 0 10 20
FUNC CLASS =
LETTING DATE:
MAJOR COLLECTOR
MAY 3, 2023
DUSTIN SIMPSON
`I
= DeslcN DATA UNAVAILABLE
SIGNATURE:
P.E.
PROFILE (VERTICAL)
NcnoT CONTACT

DETAIL A
SPECIAL BACK OF CURB CUT 'VDITCH
(NOT TO SCALE)
�NATURAL
GR=UND HINGE PT.
FROM 41- STA. 14+00 RT TO STA. 14+50 RT
FROM -Yl- STA. 11+00 RT TO STA. 10+75.08 RT
FROM -RNDI- STA. 10+50 RT TO STA. 10+35.1 RT
DETAIL G
SPECIAL CUT DITCH
( Not�D=
ith
slopeDMi1.5 Ft.
FROM -Y1- STA. 13+35 RT TO STA. 14+23.8, 14.4 RT
DETAIL N
STANDARD 'V' DITCH
I Not ro Scale)
DDE L1 = 35 CY
DDE Y4 = 20 CY
Natural Garural
Graana �.� 3.� round
pAo D
Min. D= 1.0 Ft.
DETAIL B
SPECIAL BACK OF CURB
CUT BASE DITCH
(NOT TO SCALE)
-NATURAL
GROUND
HINGE PT.
Min. D= 0.5 Ft.
B= 3 Ft.
FROM -Ll- STA. 10+85, 22.6' RT TO STA. 11+50 RT
FROM -Y4- STA. 11 1 40,14.4' LT TO STA. 11 72, 18.0' LT
FROM -Ll- STA. 14+50 RT TO STA. 15+10 RT
FROM -Y2- STA. 14+50 RT TO STA. 14+77.28 RT
FROM -RNDI- STA. 12+75 RT TO STA. 13+20 RT
FROM -RNDI- STA. 13+20 RT TO STA. 13+25 RT
FROM -Ll- STA. 17+00 RT TO STA. 17+50 RT
FROM -1-2- STA. 14+50 RT TO STA. 15+50 RT
FROM -Ll- STA. 18+50 RT TO STA. 19+33.19 RT
FROM -RND2- STA. 12-00 TO STA. 12+32 RT
FROM -Y4- STA. 15+50 LT TO STA. 14+06 LT
DETAIL C
SPECIAL CUT BASE DITCH
[ Not ro Smle)
Natural Fr n
Ground 3� D 3'� Dirch
Slope
IrBJ Min. D= 1.0 Fr.
B= 2 Ft.
FROM -Ll- STA. 14+35 LT TO STA. 15+00 LT
DETAIL H
CHANNEL CHANGE
( Not to Scale)
I�-b-�{
Proposed Nuturol
Fill Ground -
slope
Natural
D� 3.7 D 3.� 1^/Ft.
J
�Emt.
GEOTEXTILE 6 Min. D= 1 Ft.
Channel
Max. d= 2 Ft.
B= 4 F,.
Type MU.- CI.'B' Rip, 6= 3 Ft.
DDE = 100 CY
FROM -Y3- STA. 11+32.3, 52.0' LT TO STA. 12+25 LT
DETAIL O
TAIL BASE DITCH
IN- Scale)
Natural Norurol
Ground Gioan
Min. D= D.5 F1. LBJ DDE = 10 CY
B= 2 FE
FROM -Ll- STA. 19+31, 78.4' LT TO STA. 19 + 37,107.7' LT
DETAIL D
SPECIAL CUT DITCH
I Norm seulel
oruph
oral �o et Slope
G�ound
D- L. Ft.
FROM -1-1- STA. 11+50 RT TO STA. 12+00 RT
FROM -Y2- STA. 10+27.2, 35' LT TO STA. 12+15 LT
FROM -Y2- STA. 12+86 LT TO STA. 13+00 LT
FROM -Y3- STA. 14+75 RT TO STA. 16+23.22 RT
FROM -DRI- STA. 10+00 LT TO STA. 11+00 LT
DETAIL E
TOE PROTECTION
IN tm scolel
3
- Gr
Groundd
Td
b
b 3 FFt. Geate.tile
Type of Liner= Class 'B' Rip -Rap
FROM -DRI- STA. 12+00 RT TO STA. 13+00 RT
DETAIL F
SPECIAL CUT 'V' DITCH
(Norm Smle)
Dkch
uml � 3'� Slope
Geiound �:� D
Min. D- TO Ft.
FROM -Ll- STA. 17+00 LT TO STA. 18+30.7, 54.6' LT
FROM -Y3- STA. 11+00 RT TO STA. 12+70 RT
FROM -Y3- STA. 13+42.5 RT TO STA. 14+75 RT
FROM -Y3- STA. 15 110 LT TO STA. 15 1 50 LT
DETAIL I DETAIL J DETAIL K DETAIL L DETAIL M
SPECIAL CUt to BASE DITCH SPECIAL CUT BASE DITCH TAIL BASE DITCHIN., TAIL BASE DITCH SPECIAL I CUBASE DITCH
Sale) to S-IN (Nato S-1e) I Not to Scle]
, m Scale)
uml Front Na,ural Front Guiound d Group1 Gound 4 X Goon1 G.-d 3 Franf
�aan3DitcF around JT D 3 Ditch Ground J.2 D 3 Ditch -I p ^u' -I p ;l D
I� °� I� smpc I� °� I� slope �� �� �� slope
US Min. D= 3.0 Ft. UB Min. D= 1.0 Ft. Min. D= 1.0 Ft. " Min. D= 1.0 Ft. " DDE = 5 CY UB Min. D= 1 Ft.
B= 2 H. B= 3 Ft. B= 3 N. DDE=10 CY B= 3 H. B= 3 Ft.
FROM -Y3- STA. 13+42.5, 42.8' RT TO STA. 13+38.5, 86.0' RT FROM -1-2- STA. 15+50, 25.3' LT TO STA. 15+63.9, 57.6' LT
FROM -Y3- STA. 12+25 LT TO STA. 12+50 LT FROM -Y3- STA. 13+50 LT TO STA. 14+75 LT FROM -1-2- STA. 12+60 LT TO STA. 13+15 LT
DETAIL P
SPECIAL CUT DITCH
(N rto scale)
rnr
o< S cn
Ground .1
o'E\hoc Sl'ope
D
d
Geoteaile Min. D= 1.0 Ft.
Type of Liner= CL-B Rip-Rop Mn.. d= 1.0 Ft.
FROM -DRI- STA. 11+00 LT TO STA. 11-50 LT
FROM -RND2- STA. 10+50 RT TO STA. 10+19 RT
FROM -1-2- STA. 11 00 LT TO STA. 12 160 LT
FROM -Y4- STA. 13+90 RT TO STA. 15+00 RT
FROM -Y4- STA. 12+10, 20.2' RT TO STA. 13+90 RT

SR 2025 1.. DM WATTS
$ /
MIRANDA RD DB 8845 PG 853
Laq� 6. y o
> 14
2700 > J
2700
SR 2042 SR R
1979 4016
08
OAKDALE ROAD SUNSETT ROAD /
yr
6000 254s 7986 8500 END CONSTRUCTION �
3000 -� �- n5o° -Yl- STA. 15+16.64 9a `4
20171(
09d\_VID M WATTSa35 858 GEORGE S HOUSIADAS �As\oi 8 D PB 993 PG IS 451 h� \ = / so.00' RT4230 945 PG 853
* 696
SR 2040 7500 +oo.00' LT \ Q 'p 57.00' RT-
LAWING RD SR 2025 45.oD'LT \ �^- o
OAKDALE RD S PA `r `rp E�
c oD
2016 NO BUILD ADT 7k AADT FROM NCDOT AADT MAPPING
2035 BUILD ADT APPLICATION UNAVAILABLESto,"' \ F, _ •6 Q
-Yl- P
O S /p1
+za.zD -n-
s;ap a 5
sg� 5000' LT 0.00' LT
-16.50-V1-
11.50'LT
+ 1J0
SHE 7
650Q [IT
55.50'\\'
bs.00'LT
N
F \ .\�
+sS.DD' LT
41
69 DO LT
°P o5 54' 14.8" E
INV=713.71, a -RN - C Sto. //+79D7 oyn ea R BB \
A i' 1ti `l
INV=732.86' o^"z / QP -sT 6 NDI- 103.6o'RT
5^ p0ati �P o \ - PC 's. /5+26 N KAK ITS
+ y D 190 60
L 92.DO' LJ 13. 'LT zo oo'i1 5
\ BEGIN TIP PROJECT W-571OX r �� + \\>�
-Ll- STA. 11+00.00 0 0,,/ %y \
ST�XaNC�Al
�M/p ) '`� z.DD -u- +aB.DO -u- F
�66.50' ITT _ a ]8.00' LT
S o 90e . IAE RCIALRDGE 47 G 6BI G ODi-[T
\ GEORGE 2 S HOUSIADAS 54 P�291- ❑_ Q -
DB 29939 PG 451 pl 41sa'LT
PB 29 PG 169 �' � - 4. 1'STp5�q x `RR
EIP PER PB F PG 91 +]0.00
-d1.50
EIP F
BM-2 sr -
737.06„ 09 6D.0' Ex 4 R/x�14 pl(DN.E
ELEV= PE0. PB 94 PG 291-
p__ OF 524 INCH OAKS OF EIPI� - - - - - - -lo- ---- --- --= --
v d10 .91 - JO�o 4.43 2'-6"
2042 OAKDALE D � �
S COD SR o=G
EIP-R
0 11- C EIQ NI 28.00 -
EIP P RI PB 5� PG 2P91 da.50' RT 30.00' R
EX19TIDG'R B E UE - O.�o -Ll- BOLL P1 0
DS
/TY 56.00' RT
PB 94 PG 291 z Wtj / / PA ENT a0
EI nn 0 0 0 PER 0
C/,�•6�. la]0o'RTI I C MTL CAN m r +�8.00 -LI- / c)
�R +67. 3 11- I 30.00' RT
4 O 3.00' RT 56
+03.00 �I-dAp-{�
1 400RT .00' .50' RT p p
GEORGE HOUSLADAS ISBLK BU I _ 2 f .oz
54.oD' RT GAS VE
D�83��iD2PGG 597 O OAKHI pLRB9g2 &PpGRpI GRILL LLCI
P 8 2 3
S3' GEORGE HOUSLADAS
w
BK B PB 8 P�zg939g4gG ?�T3 3P p2gg2 4 PA9
- /SB �2'
\, 58.74'LT ? -
p qb �I / +3500'R
-Ll-
-Yl-
-DRI-
PISto 17+7/.05
PI Sto ll+21.63
PI Sto 14+2954
PI Sto I1+48.82
A = 24' 0/' 265" (RT)
A = 5r 20 3/.X (LTJ
L = 12' 22' /3.9' (RT)
L = 87' 38' 30.6" (LT)
D = 4' 58 56J"
D = 28' 38' 52.4'
D = 7' 04' 24.8'
D = 45' 50' I1.8"
L = 482J9'
L = /79.22'
L = 174.86'
L = 191.20'
T = 244.69'
T = %J3'
T = 87.78'
T = 11936'
R = IJ50DU
R = 200.00'
R = 8/0.00'
R = 125.00'
PI Sto 12+7301
PI Sto /3+37.33
A = 6' /6' 523' (RT)
L = 85' 43' 50.4' (RT)
D = 4' 35' 01Z
D = 163' 42' 08D'
L = 137.03'
L = 52.37'
T = 6859'
T = 32.48'
R = 1.250.00'
R = 35.00'
-Y2-
-RNDI-
PI Sto 12+15JI
PI Sto 14+1658
PI Sto 10+57.00
PI Sto /2+36A7
A = 29' 27' 32H (RT)
A = 30' 50' 40.Y (LT)
L = 90' 00' 00.0' (LT)
L = 90' 00' 00D' (LT)
D = 8' II' 06.4"
D = 57' IT 30.4'
D = l00' 3r 08.r
D = l00' 3r 08J"
L = 359.9r
L = 53.84'
L = 8954'
L = 8954'
T = I84.03'
T = 2759'
T = 57DO'
T = 57.00'
R = 700.W
R = 100A1'
R = 57.W
R = 57DV
PI Sto 15+35,64
PI Sto 11+4654
PI Sto 13+25.61
A = 6' /'54.r (LT)
L = 90' 00' 00.0' (LT)
L = 90' 00' 00.9 (LT )
D = I9' 05' 54.9"
D = l00' 3r 08.r
D = l00' 3r 08J"
L = 32 98'
L = 8954'
L = 8954'
T = 165r
T = 57.00'
T = 57DL-
R = 300.00'
R = 57.00'
R = 57D9
6 00' RT
OGEORGE HOUSLADAS
6 DB 29394 PG 293
PB 8 PG 273 •9S. B° i F /�
-OR PC Q. as
li2J P0e'e . +62�
PROJECT REFERENCE NO. SHEET NO.
1GlenwoodAvenue W-571OX PRY-3
Raleigh, NC 276U3
TRANSYSTEMS Tel:[phone] R"v SHEET No. 4
Fax:[phone] ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
License: C-2197
PERMIT DRAWING
/ INCOMPLE E PLANS
UNIT D SHEET 31 OF 9 DO NOT USE FOR /W ACQUISITION
y
PRELIMINARY PL.INS
C•4l a?J�1p�Q G0 INV=T40 63' DO NOT USE FO CONBTRVCTION
T
l A
•7
RCP
DOCUMENT NOT CONSIDERED FINAL
y �IIw p� UNLESS ALL SIGNATURES COMPLETED
OD
+43 00' RT- �~ T
a KC1
r��_w 917e_Ie.ea. Lv vl�sv..,.
PRC Sty +047 '9\� ®Ndl> PCC Sta.1048954
Y Sto.10+2550
3o oo'RUy \ LANDSCAPE
LlIYPS
l0
\ A -Y2- PT/_tcFYS+ 32�/
\ - Dl - PC Stb: l0+
-R - PT Sto. If
60
\ \ f\ \ C 1 DO - - � 6 LI-
\ 106.00' LT p
6 F F
/ F
F R FF
ALL20YD
F D 568 PG
L
3
R/-
3
\ POR DBPP8+G�B 8
P
y as oo LLiz-
/
F
DRI- PT Sit
m
^d2G./o
F F
-DRI- POT Stl
2Y6
8)6g6 W
xo O
c
/n a
�'
-DRI-
E
a2.00' RT
+3000 -DRI-
-DRI- PT Sto.
/O O
F\ _
42.00' RT
+43 00 -V2-
5.00' RT
,/660.00'LT
ss,as, 11
®
/p
2
+60 D-vz- y
60.00' RT '92.
GWYNE CLAY TON BAKER
p906 PG 540
B 60.00' LT
/
/4�
41.00' RT3
y E
3 6 PG 435 11
+ -0RI
+3 15 1 -
35.00' LT
30.03' LT
/
.� /
RC Sto. 0653
_v2_
-DRI- PC Sto.10+27.49
50.00' LT
p
)
D2
SO,p00,
+010 00,
30.00, LT
N 82' 44' I4.0' E
y
F d4
RT
7,r05,
r D5' 09.G w
1
+31 08 -Y1
35.00' RT
c _ I31dAs8NES
W +og.00' oo I D 64? P l 2 0
30.00' RT
9D.om -Y2- PC Sta. 10+3/.08
�,,gc9gcqFy BEGIN CONSTRUCTION
2P3 m`9 -Y2- STA. 10+00.00
\ j
SEE SHEET 6 FOR -Ll- PROFILE
SEE SHEET 7 FOR -Yl- PROFILE
SEE SHEET 7 FOR -Y2- PROFILE
SEE SHEET 8 FOR -RNDI- PROFILE

SR 2025 Z32
MIRANDA RD 33L co
r�
2700 5LL
2700
OAK R 2042 ROAD SR 2108 5�< 3L
1979 4016 SUNSET ROAD
6000 2548 7986 8500 w
13000 11500 'n
20171(
094435 858
* 696 4200 as n
SR 2040 7500 SR 2025
CAWING RD OAKDALE RD
g3�
2016 NO BUILD ADT 71: AADT FROM NCDOT AADT MAPPING
2035 BUILD ADT APPLICATION UNAVAILABLE
736
25
3
23 733 6
a L' 720
a O
✓8 w
m g �b
V RETA OUTL
2� ucT =
RNTv�.
U / V W^..
a EL PI--M7_37.06"
2 INCH K 0 IP
38 0
73 6L�
1
+ a s
$N �
b{1
7 3a
EGI TIP PROJECT W-571OX
73a Ll- STA. 11+00.00 STORM
UNCAN
z
CW Q
� EIP
EIPRA-
--<
�70- - - d10 .91 -St mb
-1 E RD 205' BS
CaP SR 2p42 OAK � - _
-
- 4 y
TD.'V'pITCH
a ' RBTA +85. EE D6f. N
ELEV.S 36.5' SMUT TC
M GEOR p HpOpU$LAggD $ SEE DET D
D0B 33 PG 69 `20 3
^� ti
bb
-Ll-
-Yl-
-DRI-
Pl Sto 17+7/.05
Pl Sto ll+21.63
Pl Sto 14+2954
Pl Sto 11+48.82
A = 24' 0/' 265" (RTJ
A = 5r 2G' 3/.3" (LTJ
L = /2° 22' /3.9" (RT)
L = 87' 38' 30.6" (LT)
D = 4' 58 56J"
D = 28' 38' 52.4"
D = 7" 04' 24.8'
D = 45' 50' 11.8"
L = 482J9'
L = /79.22'
L = 174.86'
L = 191.20'
T = 244.69'
T = %J3'
T = 87.78'
T = 11936'
R = IJ50DU
R = 200.OG'
R = 810.W
R = 125.00'
Pl Sto 12+7301
Pl Sto /3+37.33
A = 6' /6' 523" (RT)
L = 85' 43' 50.4' (RT)
D = 4' 35' 0/.2"
D = 163' 42' 08D'
L = 137.03'
L = 52.37'
T = 6859'
T = 32.48'
R = 1.25G.00'
R = 35.00'
-Y2-
-RNDI-
Pl Sto 12+15J1
Pl Sto 14+1658
Pl Sto 10+57.00
Pl Sto /2+36A7
A = 29' 27' 32H (RT)
A = 30' 50' 40.3" (LT)
L = 90' 00' 00.0" (LT)
L = 90' 00' 0G.0" (LT)
D = 8" 11' 06.4"
D = 57' IT 30.4"
D = l00' 3r 08J"
D = l00' 3r 08J"
L = 359.9r
L = 53.84'
L = 8954'
L = 8954'
T = 184.03'
T = 2759'
T = 57.00'
T = 57.00'
R = 700.W
R = 100DI'
R = 57.W
R = 57DV
Pl Sto 15+35.84
Pl Sto II+4654
Pl Sto 13+25.61
A = 6' /'54J" (LT)
L = 90' 00' 00.0" (LTJ
L = 90' 00' 00.0" (LT )
D = I9' 05' 54.9"
D = l00' 3r 08J"
D = l00' 3r 08J"
L = 32.98'
L = 8954'
L = 8954'
T = 165r
T = 57.00'
T = 57DG'
R = 300.00'
R = 57.00'
R = 57D9
e N PROJECT REFERENCE NO. SHEET NO.
A ID M WATT
B S PG 853 1 Glenwood Avenue PRY-4
Raleigh, NC 27603
I• Tel:[phone] Rhv SHEET No. 4
FaX:[phone] ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
dg 6` s 0 2�m License: C-2197
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B I C N U SEE SHEET 7 FOR -Y2- PROFILE
10
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N 3

SR 2025
MIRANDA RD
2700
2700
SR 2042 SR 2108
OAKDALE ROAD 1979 4016 SUNSET ROAD
6000 2548 7986 8500
13000 11500
201 r2094
435 r� 2858
513
* 696 4200
SR 2040 7500 SR 2025
CAWING RD OAKDALE RD
2016 NO BUILD ADT 71: AADT FROM NCDOT AADT MAPPING
2025 BUILD ADT APPLICATION UNAVAILABLE
qsAc7Y.3- PT \ m / PROJECT REFERENCE NO. SHEET NO.
.00LT IGlenwoodAvenue Iltl-57/QX PRY-5
CRYSANTHI HOUSIADAS o�
o Raleigh, NC 276U3
DB 28735 PG 440 1$ 3 RW SHEET NO. 5
GT / /' END CONSTRUCTION Nqp Te1:919.789.9977
-Y3- STA. 16+62.82 B"-Nq� Fax:[phone] ROADWAY DESIGN HYDRAULICS
,TRICIA MARIE BURNS \ �\ e,T -� f +6z 50 -v3-ti 9y 2O%/ License: C-2197 ENGINEER ENGINEER
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PI Sto 10+39.76
PISto 11+33J5
PI Sto 10+95.69
A = 7" 57' 115" (LT)
A = 6' 42' 56.9" (LT)
A = 26" 18' 40.7" (LT )
D = If 27' 33A'
D = 20° 50' 05.4'
D = 90' 13' 46.5"
L = 69.40'
L = 3223'
L = 29J6'
T = 34.76'
T = 16J4'
T = 14.84'
R = 500A0'
R = 275DU
R = 6350'
PI Sto 1/+81.39
PI Sto 19+04.87
A = 14' 38' 54.r (RT)
A = 26' 57' 05.7" (RT)
D = 22' 55' 059"
D = 7' 09' 43J"
L = 6392'
L = 376.32'
T = 32JY
T = 19/.7Y
R = 250.00'
R = 800.00'
-Y3-
-Y4-
-RND2-
PI Sto 10+9128
PISto 13+4755
Pl Sto IO+OOAO
A = 1O' 32' 07.6" (LT)
A = l' 00' 592" (LT)
A = 359' 58' 43.4" (LT )
D = ll° 27' 33A"
D = P OD' ow
= 100' 3/' 08.1"
L = 9194'
L = 101.64'
L = 358J4'
T = 46JO'
T = 50.82'
T = OAl'
R = 500A0'
R = 5.72958'
R = 57A0'
PI Sto 14+06.67
PI Sto 15+2051
A = 40' 3/' 59e (RT)
A = 60' l0 32.7" (RT)
D = 7' 50' 555'
D = 38' 11' 499"
L = 516.93'
L = 15754'
T = 26955'
T = 869Y
R = 730A0'
R = 150A0'
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SEE SHEET 6 FOR -Ll- PROFILE
SEE SHEET 6 FOR -L2- PROFILE
SEE SHEET 8 FOR -Y3- PROFILE
SEE SHEET 8 FOR -Y4- PROFILE
SEE SHEET 8 FOR -RND2- PROFILE

SR 2025 a
MIRANDA RD
2700
2700 j
SR 2042 SR 2108 \
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6000 2548 7986 8500`
13000 11500
201 r2094
435 r� 2858
513
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A = 7.57' lib" (LT)
A = 6.42' 569" (LT)
Z = 26" I8' 40.7" (LT)
D = If 27' 33.0'
D = 20.50' 05.4'
D = 90• I3' 46.5"
L = 69.40'
L = 3223'
L = 29J6'
T = 34.76'
T = 16J4'
T = 14.84'
R = 500.00'
R = 275DU
R = 6350'
PI Sto Il+8I.39
PI Sto I4+04.87
A = 14.36' 54.P (RT)
A = 26.57' 05.7" (RT)
D = 22" 55' 059"
D = 7.09' 43J"
L = 6392'
L = 376.32'
T = 32JY
T = 19/.7Y
R = 250.00'
R = 800.00'
-Y3-
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PI Sto I3+4755
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A = 359' 58' 43.4" (LT )
D = ll° 27' 33.0"
D = P 00' ow
= 100.3/' 08J"
L = 9194'
L = 101.64'
L = 358J4'
T = 46JO'
T = 50.82'
T = 0.01'
R = 500.00'
R = 5.72958'
R = 57.00'
PI Sto I4+06.67
PI Sto 15+2051
A = 40. 3/' 59.8" (RT)
A = 60' l0 32.7" (RT)
D = 7' 50' 555"
D = 38• II' 499"
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T = 26955'
T = 869Y
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this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey
will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in
the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory
Official identified below on DATE. Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
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constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Nicholle Braspennickx at 704-510-0162 or
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C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
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This delineation/determmation has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
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Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
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This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
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Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Date of JD: O1/30/2019 Expiration Date of JD: Not applicable

SAW-2019-00060
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http: //corpsmapu.usace .army.mil/cm_apex/f?p=13 6:4: 0

SAW-2019-00060
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: North Carolina Department of
File Number: SAW-2019-00060
Date: O1/30/2019
Transportation, Mr. Larry Thompson
Attached
is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mit/Missions/CivilWorks/Re ug latoiyProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

SAW-2019-00060
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APP L or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Nicholle Braspennickx
CESAD-PDO
Charlotte Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 10M15
8430 University Executive Park Drive, Suite 615
Atlanta, Georgia 30303-8801
Charlotte, North Carolina 28262
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Nicholle Braspennickx, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 01/30/2019
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: North Carolina Department of Transportation, Mr.
Larry Thompson, 716 W. Main Street,Albemarle, NC 28001
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Intersection Improvements
Intersection improvements at Sunset Road (SR 2108) and Oakdale Road (SR 2042/SR 2025), Miranda Road (SR 2025) and
Lawing Road (SR 2040) and Oakdale Road (SR 2042) and Simpson Road (SR 2041), SAW-2019-00060
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Intersection improvements at Sunset Road
(SR 2108) and Oakdale Road (SR 2042/SR 2025), Miranda Road (SR 2025) and Lawing Road (SR 2040) and Oakdale
Road (SR 2042) and Simpson Road (SR 2041)
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina County: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Latitude: 38.422697 Longitude:-80.901856
Universal Transverse Mercator:
Name of nearest waterbody: Gutter Branch
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date: January 9, 2019
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAYBE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of
Geographic authority to
Type of aquatic
aquatic resources in
which the aquatic resource
Latitude (decimal
Longitude (decimal
resources (i.e.,
Site Number
review area (acreage
"may be" subject (i.e.,
degrees)
degrees)
wetland vs. non -
and linear feet, if
Section 404 or Section
wetland waters)
applicable
10/404)
Stream
35.321637
-80.900198
615 linear feet
Non -wetland
404
(SA)
Stream B
35.321207
-80.902364
320 linear feet
Non -wetland
404
(SB)
Wetland A
35.322211
-80.901417
0.002 acres
wetland
404
(WA)
Pond A
35.32439
-80.902353
0.44 acres
Non -wetland
404
(PA)
Pond B
35.22824
-80.900356
0.08 acre
Non -wetland
404
(PB)

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AID
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Figures 1-3,
dated October and December 2018, prepared by SEPI
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Mountain Island Lake
❑ Natural Resources Conservation Service Soil Survey. Citation:

❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑ Photographs: ❑Aerial (Name & Date):
or ❑Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
® Other information (please specify):
The delineated unnamed tributaries flow to Gutter Branch. Gutter Branch, in turn, flows to Long Creek. Long Creek
then flows to the Catawba River, an interstate water of the U.S. Corps of Engineers regulations at 33 CFR Part
328.3(a)(5) assert Clean Water Act (CWA) jurisdiction over tributaries to other waters of the U.S. Therefore, Streams
A and B may be waters of the U.S.
Wetland A is adjacent to Stream A. Corps of Engineers regulations at 33 CFR Part 328.3(a)(7) assert CWA jurisdiction
over wetlands adjacent to waters of the U.S. Therefore, Wetland A may be a water of the U.S.
Ponds A and B maybe intrastate waters and/or impoundments of waters of the U.S. Corps of Engineers regulations at
33 CFR Part 328.3(a)(3) and Part 328.3(a)(4) assert CWA jurisdiction over intrastate waters of the U.S. and
impoundments of waters of the U.S. Therefore, Ponds A and B may be waters of the U.S.
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later Jurisdictional determinations.
Signature and date of Regulatory
staff member completing PJD
O1/30/2019
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

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STI P C-5613 L
Intersection Improvements for Sunset
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2042/SR 2025), Miranda Road (SR
2025) and Lawing Road (SR 2040);
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Appendix D — Archaeological and Historic Resources Review
Forms

Project Tracking No. (Internal Use
18-11-0012
�r
♦' HISTORIC ARCHICTECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
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:
C-5613
County:
Mecklenburg
WBSNo.:
43735.1.16
Document
MCC
Type:
Fed Aid No:
Funding:
® State ❑ Federal
Federal
❑ Yes ® No
Permit
none
Permits :
Typ e s :
Proiect Description:
Intersection improvements (consisting of roundabouts) for Sunset Road (SR 2108) at Oakdale
Road (SR 2042/SR 2025), Miranda Road (SR 2025) and Lawing Road (SR 2040); and Oakdale
Road SR 2025 at Simpson Road SR 2041).
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and
indexes was undertaken on December 27, 2018. Based on this review there are no NR, DE, LL,
SL, or SS in the Area of Potential Effects (APE). There are several properties over 50 years of
age in the APE. This is a state -funded project with no federal permits. No Survey is required at
this time.
Why the available information provides a reliable basis for reasonably predicting that there
are no unidentified significant historic architectural or landscape resources in the proiect
area: Using HPO GIS website and county tax data provides reliable information regarding the structures
in the APE. These combined utilities are considered valid for the purposes of determining the likelihood
of historic resources being present.
SUPPORT DOCUMENTATION
®Map(s) ❑Previous Survey Info. ®Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
NCDOT Architectural Hi
Date
C
Historic Architecture and Landscapes NO SURVEY RL•QUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 1 of 8

Project Tracking No.:
1V-11-0012
oa NO ARCHAEOLOGICAL SURVEY REQUIRED FORMi
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
I
-,;
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group. �.
PROJECT INFORMATION
Project No: C-5613L
WBS No: 43735.1.16
F.A. No: CMAQ-????
Federal Permit Required?
County: Mecklenburg
Document: Federal CE
Funding: ® State ® Federal
❑ Yes ® No Permit Type: N/A
Project Description: NCDOT's Division 10 proposes intersection improvements (consisting of
roundabouts) for Sunset Road (SR 2108) at Oakdale Road (SR 2042/SR 2025), Miranda Road (SR 2025)
and Lawing Road (SR 2040) and for Oakdale Road (SR 2025) at Simpson Road (SR 20141) in
Mecklenburg County. The existing cross -sections consist of 2-lane facilities with shoulders and ditches.
The proposed cross-section is to be a single -lane roundabout at each intersection. The existing ROW for
the roadways is listed as approximately 60 feet whereas the proposed ROW has not been determined.
Project length is listed as about 0.50 mile. Although Preliminary Designs Plans have not been developed,
a Study Area has been generated in order to facilitate the environmental review process at this time. The
Study Area is roughly centered on the main intersection of Sunset Road and Oakdale Road and
encompasses roughly 38.3 acres, inclusive of all existing roadways and any modern development
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
This project was accepted on Wednesday, November 21, 2018. A map review and site file search at the
Office of State Archaeology was conducted on Monday, November 26, 2018. The Oakdale -Miranda -
Sunset Intersection Project was erroneously submitted to HPO/OSA and was, thus, already reviewed by
their office (see ER# 17-1873). No archaeological survey has been conducted at this location and the
only archaeological sites of note within a one -mile radius of the proposed project were documented as a
result of the East Charlotte Outer Loop project (see TIP# R-211). Digital copies of HPO's maps
(Mountain Island Lake Quadrangle) as well as the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/)
were last reviewed on Thursday, November 29, 2018. There are no known historic architectural resources
located within or adjacent to the Study Area for which intact archaeological deposits would be anticipated
within the footprint of the proposed project. In addition, topographic maps, historic maps (NCMaps
website), USDA soil survey maps, and aerial photographs were utilized and inspected to gauge
environmental factors that may have contributed to historic or prehistoric settlement within the project
limits, and to assess the level of modern, slope, agricultural, hydrological, and other erosive -type
disturbances within and surrounding the Study Area.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
Both State and Federal funds will be used for this project, for which a Federal permit is not anticipated.
Permanent/temporary easements will be necessary as well as additional ROW. Although the extent of
new ROW has not been determined yet, the size and shape of the Study Area have been drawn in a way to
`7Vo ARCHAEOLOGYSURVEYREQUIRED"form forMinor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
1 of 3

Project Tracking No.:
18-11-0012
capture any possible ground -disturbing activities beyond the NCDOT's existing ROW that may be
associated with this project. At this time, we are in compliance with NC GS 121-12a since there are no
eligible (i.e. National Register -listed) archaeological resources located within the project's Study Area
that would require our attention. A review was undertaken of NC GS I I3A (North Carolina
Environmental Policy Act [SEPA]) since every State agency is to include an environmental statement on
any action involving a significant expenditure of public moneys or use of public land for projects and
programs significantly affecting the quality of the environment of the State. Based on the statute's
definition of a "significant expenditure of public moneys" (i.e. $10 million) and the fact that no "public
land" will be required, the proposed undertaking is to be considered an exempt action; therefore, an
archaeological survey would not be deemed necessary under State law.
From an environmental perspective, the Study Area falls within a rural/residential setting just south of the
I-485 corridor on the northwest side of Charlotte in the Southern Piedmont physiographic region of the
state. The Study Area consists of three (3) soil types (Cecil sandy clay loam, 2-8% slopes, eroded
[CeB2], Helena sandy loam, 2-8% slopes [HeB], and Wilkes loam, 4-8% slopes [WkB]), most of which
has been heavily disturbed by modern development and has succumbed to varying degrees of erosion.
Despite the presence of well -drained soils, the overall level of disturbance within the Study Area would
indicate that the preservation of intact archaeological resources would not be anticipated. Near the Study
Area, the Office of State Archaeology (OSA) has reviewed various projects for environmental
compliance, including transportation improvements (ERs 17-1873, 04-2957, 06-3151, and 03-3448), cell
tower locations (CTs 01-1102 and 06-3163), residential development (ER 18-1619), pedestrian
improvements (ER 16-1899), and an irrigation project (ER 97-8876). For the most part, no
archaeological surveys were recommended by OSA based on the levels of disturbance and/or erosion,
stating a low probability for intact and significant archaeological sites to be present. However,
archaeological surveys were conducted for undisturbed upland settings and where archaeological sites
were previously recorded. More importantly though, the proposed project has already been reviewed by
HPO/OSA, stating "no previously recorded archaeological sites within the APE and no cemeteries
recorded on the topo map... unlikely to impact significant archaeological resources."
Within five (5) miles of the Study Area, NCDOT's Archaeology Group has reviewed at least six (6)
transportation -related projects for environmental compliance under the Programmatic Agreement (PA)
with the State Historic Preservation Office (NC-HPO). Similar to OSA, archaeological surveys were not
recommended for most of these projects, based on the degree of modern disturbances and the level of
erosion surrounding each project area. Surveys, however, were recommended and conducted for two of
these projects based solely on the presence of historic cemeteries and an NRHP-listed property with intact
archaeological deposits, none of which occur within the Study Area. Nevertheless, the eroded and
disturbed soil conditions throughout the Study Area would suggest an archaeological survey would not be
necessary. Based on the level of disturbance at the intersections, the overall poor soil conditions, and the
fact that the project was previously reviewed, it is believed that the current Study Area, as depicted, is
unlikely to contain intact and significant archaeological resources. No archaeological survey is required
for this project. If design plans change or are made available prior to construction or if project conditions
change, then additional consultation regarding archaeology will be required. At this time, no further
archaeological work is recommended. If archaeological materials are uncovered during project activities,
then such resources will be dealt with according to the procedures set forth for "unanticipated
discoveries," to include notification of NCDOT's Archaeology Group.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
`7Vo ARCHAEOLOGYSURVEYREQUIRED"form forMinor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
2 of 3

Project Tracking No.:
18-11-0012
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
)V d
NCDOT ARCHAE61idGIST
Figure 1: Mountain Island Lake, NC (USGS 1997).
November 30, 2018
Date
`7Vo ARCHAEOLOGYSURVEYREQUIRED"form forMinor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
3 of 3

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 2 of 8

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Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 4 of 8

Property 5 c. 1955
Property 6 c. 1957
Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 5 of 8

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Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 7 of 8

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STIP C-5613L Environmental Features