20191232 Ver 2_R-0211EC Mecklenburg Reverification January 2023_20230118

Tribal
Coordination

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Telephone: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH NC 27610

December 21, 2022

Ms. Elizabeth Toombs
Tribal Historic Preservation Officer
PO Box 948
Talequah, OK 74465

Dear Ms. Toombs,

The North Carolina Department of Transportation is seeking a permit renewal/ reissuance from the U.S. Army Corps
of Engineers for the subject project, which is currently under construction and the permit will expire prior to the end of
construction.

Original project permitting pre-dated our current Tribal Coordination Process. However, these projects were reviewed
for Archaeological and Historic Architecture and Landscapes. Those screening results are included with this letter.

The project involves improvements to Interstate 485 (I-485) from I-77 to US 74 (Independence Boulevard), including
addition of interstate access to I-485 at Weddington Road (SR 3468), and improvements to the I-485 and East John
Street – Old Monroe Road (SR 1009) interchange in Mecklenburg County as projects I-5507, R-0211EC, and U-
4714AB. The Federal Highway Administration (FHWA) is the lead federal agency for compliance with the National
Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA). Project vicinity
maps are attached. The coordinates of this project are approximately 35.125341, -80.917904 to 35.110189, -80.688744
from west to east.

We would appreciate any information you might have that would be helpful in evaluating potential environmental
impacts. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of
traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be
assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will
maintain strict confidentiality about certain types of information regarding historic properties. In addition, current and
future NCDOT projects will adhere to the current Tribal Coordination Process with the intent of requesting the above
information at the pre-determination stage of the project.

Please respond by January 21, 2023 so that your comments can be used in the permitting evaluation of this project.

If you have any questions concerning this project, or would like any additional information, please contact me at
[e-mail] or [phone].

Thank you,

Erin K. Cheely
Environmental Coordination and Permitting

Enclosures:
Project Vicinity Maps
Archaeology Screening Letters

ec:
Matt Wilkerson, NCDOT Archaeology Team Leader
Crystal Amschler, USACE Project Manager

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Telephone: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH NC 27610

December 21, 2022

Dr. Wenonah Haire
Catawba Indian Nation
Tribal Historic Preservation Office
1536 Ton Steven Road
Rock Hill, SC 29730

Dear Dr. Haire,

The North Carolina Department of Transportation is seeking a permit renewal/ reissuance from the U.S. Army Corps
of Engineers for the subject project, which is currently under construction and the permit will expire prior to the end of
construction.

Original project permitting pre-dated our current Tribal Coordination Process. However, these projects were reviewed
for Archaeological and Historic Architecture and Landscapes. Those screening results are included with this letter.

The project involves improvements to Interstate 485 (I-485) from I-77 to US 74 (Independence Boulevard), including
addition of interstate access to I-485 at Weddington Road (SR 3468), and improvements to the I-485 and East John
Street – Old Monroe Road (SR 1009) interchange in Mecklenburg County as projects I-5507, R-0211EC, and U-
4714AB. The Federal Highway Administration (FHWA) is the lead federal agency for compliance with the National
Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA). Project vicinity
maps are attached. The coordinates of this project are approximately 35.125341, -80.917904 to 35.110189, -80.688744
from west to east.

We would appreciate any information you might have that would be helpful in evaluating potential environmental
impacts. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of
traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be
assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will
maintain strict confidentiality about certain types of information regarding historic properties. In addition, current and
future NCDOT projects will adhere to the current Tribal Coordination Process with the intent of requesting the above
information at the pre-determination stage of the project.

Please respond by January 21, 2023 so that your comments can be used in the permitting evaluation of this project.

If you have any questions concerning this project, or would like any additional information, please contact me at
[e-mail] or [phone].

Thank you,

Erin K. Cheely
Environmental Coordination and Permitting

Enclosures:
Project Vicinity Maps
Archaeology Screening Letters

ec:
Matt Wilkerson, NCDOT Archaeology Team Leader
Crystal Amschler, USACE Project Manager
Project Tracking No.:
“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007/2015 Programmatic Agreement.
3 of 3
15-10-0041

Figure 1: Charlotte West, NC (USGS 1968 [PR80]), Fort Mill, NC (USGS 1968 [PR80]),
Weddington, NC (USGS 1968 [PR88]), and Matthews, NC (USGS 1971 [PR80]). [North is to
the left]
Project Tracking No.:
“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007/2015 Programmatic Agreement.
1 of 3
15-10-0041

NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group.

PROJECT INFORMATION

Project No: I-5507 County: Mecklenburg
WBS No: 43609.1.1 Document: CE
F.A. No: NHS-0485(30) Funding: State Federal
Federal Permit Required? Yes No Permit Type: Not Listed

Project Description: The NCDOT proposes improvements to add one express lane in each direction
along I-485 from I-77 to US 74 (Independence Boulevard) in Mecklenburg County. The project length is
17 miles. The purpose of the project is to provide travel time reliability along I-485. This segment of I-
485 carries between 65,000 and 112,000 vehicles per day and experiences congestion on a regular basis.
The proposed express lanes will, in combination with improvements proposed on Independence
Boulevard, give motorists the option of paying a fee for a reliable trip time on I-485 between I-77 and US
74.

SUMMARY OF CULTURAL RESOURCES REVIEW

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

The State Historic Preservation Office/Office of State Archaeology has previously reviewed the proposed
project (ER 13-2793), and are aware of no historic resources that would be affected by the project.
Therefore, their office had no comment and recommended no further identification work be conducted.
However, if the project were to be revised to include new ROW or additional noise wall, further review
would be required. Thus, a additional map review and site file search was conducted at the Office of
State Archaeology (OSA) on Monday, November 9, 2015. Various archaeological surveys have been
conducted as part of the Charlotte Outer Loop (e.g. TIPs# R-211, U-2510A, and R-2123), and as a result
of those surveys, numerous archaeological sites have been recorded along the interstate corridor and
within one-half (1/2) mile of the proposed project. Digital copies of HPO’s maps (Charlotte West, Fort
Mill, Weddington, and Matthews Quadrangles) as well as the HPOWEB GIS Service
(http://gis.ncdcr.gov/hpoweb/) were last reviewed on Thursday, November 19, 2015. Although various
known historic architectural resources are located along the project corridor, intact archaeological
deposits associated with such resources are not 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 t o
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 archaeological
APE.
Project Tracking No.:
“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007/2015 Programmatic Agreement.
2 of 3
15-10-0041
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 Federal and State funds will be used as part of this project. The need for a Federal permit was not
known at the time of submittal; however, temporary easements will be necessary. 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. Based on the size of
the Study Area, proposed activities may take place outside the NCDOT’s existing ROW in certain
locations along the highway corridor. From an environmental perspective, the Study Area falls within a
highly urbanized area and consists of the gently rolling terrain typical of North Carolina’s Southern
Piedmont physiographic region. Numerous soil types are present throughout the Study Area, with most
soil conditions (urban/disturbed, eroded, slopes, and somewhat poorly drained) not favorable for
preserving intact archaeological sites/resources. Preservation of archaeological materials within these soil
type areas is likely to be poor. Many of the sections of the Study Area that fall in areas of favorable
conditions, however, have already been subjected to archaeological investigations either as part of the
original survey for what was then I-77 (TIP# R-211) or for later studies along the interstate (TIP# R-
2123) or adjacent roads (TIP# U-2510A). Any remaining areas that could have been potentially surveyed
were ruled out after reviewing aerials from 1993, 1998, and 2015, which revealed a significant amount of
erosion and development. Other areas may have been previously ruled out by OSA as part of their
environmental review for cell towers and wetland locations. Based on the presence of urban/disturbed/
eroded/sloped/poorly drained soils and the fact that a large portion of the Study Area was previously
surveyed, 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; the No Survey
recommendation stated by NC-HPO in their memo of December 5, 2013 remains valid. If design plans
change or are made available prior to construction, 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. Please take note that the Study Area outline bisects the Dinkins Family Cemetery (Site
31MK273**), which has been deemed to possess special significance in terms of Charlotte and
Mecklenburg County history. Thus, the Dinkins Family Cemetery should be avoided; all project
activities should not take place within the vicinity of the cemetery (to include, but not be limited to, the
storage of materials and/or equipment and vehicles).

SUPPORT DOCUMENTATION
See attached: Map(s) Previous Survey Info Photos Correspondence
Photocopy of County Survey Notes Other:

FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED

November 19, 2015
NCDOT ARCHAEOLOGIST II Date

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PROJECT VICINITY
FIGURE S-1
PROJECT VICINITY
AND LOCATION
Source: Union County, NCDOT, Mecklenburg County
´
04,0002,000
Feet
E. JOHN STREET/
OLD MONROE ROAD
WIDENING PROJECT
STIP PROJECT NO. U-4714
Mecklenburg and Union Counties,
North Carolina
North Carolina
Mecklenburg County
Union County
September 16, 2019
Permit Application
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 Website: www.ncdot.gov
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H.TROGDON, III
GOVERNOR SECRETARY
September 16, 2019
U. S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Ms. Nicholle Braspennickx
NCDOT Coordinator
Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality
Certification for the Proposed Interstate Access Addition to I-485 at Weddington Road
(SR 3468), Mecklenburg County, Division 10, STIP No. R-0211EC, Debit $570.00 from
WBS 43609.3.2.
Dear Madam:
The North Carolina Department of Transportation (NCDOT) proposes to construct a half-clover
interchange with ramps and loops in the northeast and southeast quadrants for the interchange at I-485 and
Weddington Road (SR 3468) in Mecklenburg County. Bike lanes and a sidewalk are also included and
improvements will be made to the Weddington Road and McKee Road intersection.
As a result of the interstate access addition at Weddington Road, there will be 59 linear feet of stream bank
stabilization, 66 linear feet of permanent stream impacts, and <0.01 acre of temporary stream impacts.
Please see enclosed copies of the Pre-Construction Notification (PCN), Division of Mitigation Services
(DMS) mitigation acceptance letter, Stormwater Management Plan (SMP), permit drawings, roadway plan
sheets, northern long-eared bat memo, State Historic Preservation Office (SHPO) concurrence form, and a
letter recommending no archaeological survey. An Environmental Assessment (EA) was completed in May
2007 and a Finding of No Significant Impact (FONSI) was completed in February 2009 and distributed
shortly thereafter. Additional copies are available upon request.
A copy of this permit application and its distribution list will be posted on the NCDOT Website at:
http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional
information, please call Erin Cheely at [phone].
Sincerely,
Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
Cc: NCDOT Permit Application Standard Distribution List

Pre-Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
September 29, 2018 Ver 3
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right-click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN%20Help%20File%202018-1-30.pdf
County (or Countie s) whe re the proje ct is locate d:*
Is this proje ct a public transportation proje ct?*
Is this a NCDOT Proje ct?*
(NCDOT only) T.I.P. or state proje ct numbe r:
WBS #*
1a. Type(s) of approv al sought from the Corps:*
1b. What type (s) of permit(s) do you wish to se e k authorization?*
This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All required items that
are not provided in the E-PCN can be added to the miscellaneous upload area located at the bottom of this form.
1c. Has the NWP or GP numbe r be e n v e rifie d by the Corps?*
Nationwide Pe rmit (NWP) Numbe r:
NWP Numbe rs (for multiple NWPS):
1d. Type (s) of approv al sought from the DWR:*
1e . Is this notification sole ly for the record be cause writte n approv al is not re quire d?
*
For the re cord only for DWR 401 Certification:
For the re cord only for Corps Pe rmit:
1f. Is this an afte r-the -fact pe rmit application?*
A. Processing I nformation
Mecklenburg
Yes No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
Yes No
R-0211EC
43609.3.2
(for NCDOT use only)
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
Yes No
14 - Linear transportation
List all NW numbers you are applying for not on the drop dow n list.
check all that apply
401 Water Quality Certification - Regular 401 Water Quality Certification - Express
Non-404 Jurisdictional General Permit Riparian Buffer Authorization
Individual Permit
Yes No
Yes No
Yes No
1g. Is payme nt into a mitigation bank or in-lie u fe e program propose d for mitigation of impacts?
Acce ptance Le tte r Attachme nt
1h. Is the proje ct locate d in any of NC's twe nty coastal countie s?*
1j. Is the proje ct locate d in a de signate d trout wate rshe d?*
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
1a. Who is the Primary Contact?*
1b. Primary Contact Email:*
1c. Primary Contact Phone :*
1d. Who is applying for the pe rmit?*
1e . Is the re an Age nt/Consultant for this proje ct?*
2. Owner Information
1a. Name of proje ct:*
1b. Subdiv ision name :
1c. Ne arest municipality / town:*
If so, attach the acceptance letter from mitigation bank or in-lieu fee program.
Yes No
Click the upload button or drag and drop files here to attach document
R-0211EC DMS Acceptance 2019.pdf 80.22KB
FILE TYPE MUST BE PDF
Yes No
Yes No
B. Applicant Information
North Carolina Department of Transportation, Erin Cheely
[e-mail]
(xxx)xxx-xxxx
[phone]
Owner Applicant (other than owner)
(Check all that apply)
Yes No
2a. Name (s) on re corde d de e d:*
2b. De e d book and page no.:
2c. Re sponsible party:
2d. Addre ss *
2e . Te le phone Numbe r:*
2f. Fax Numbe r:
2g. Email Addre ss:*
North Carolina Department of Transportation
(for Corporations)
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27699
Country
USA
Street Address
1598 Mail Service Center
Address Line 2
(xxx)xxx-xxxx
[phone]
[phone]
(xxx)xxx-xxxx
[e-mail]
C. Project Information and Prior Project Hi story
1. Project Information
R-0211EC, Interstate Access Addition to I-485 at Weddington Road (SR 3468)
(if appropriate)
Charlotte/Matthews
2a. Property Ide ntification Numbe r:2b. Prope rty size :
2c. Proje ct Addre ss
2d. Site coordinate s in de cimal de grees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey-grade GPS device) after the decimal place as appropriate, based on how the location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude:*Longitude:*
3. Surface Waters
3a. Name of the ne are st body of wate r to propose d proje ct:*
3b. Wate r Re source s Classification of ne are st re ce iving wate r:*
Surface Water Lookup
3c. What riv e r basin(s) is your proje ct locate d in?*
3d. Ple ase prov ide the 12-digit HUC in which the project is locate d.*
River Bas in Lookup
4. Project Description and History
4a. De scribe the e xisting conditions on the site and the ge ne ral land use in the v icinity of the proje ct at the time of this application:*
4b. Hav e Corps pe rmits or DWR ce rtifications be e n obtaine d for this proje ct (including all prior phase s) in the past?*
4d. Attach an 8 1/2 X 11 e xce rpt from the most re ce nt v e rsion of the USGS topographic map indicating the location of the proje ct site . (for DWR)
4e . Attach an 8 1/2 X 11 e xce rpt from the most re ce nt v e rsion of the publishe d County NRCS Soil Surv e y map de picting the proje ct site . (for DWR)
4f. List the total e stimate d acre age of all e xisting we tlands on the prope rty:
4g. List the total e stimate d line ar feet of all e xisting stre ams on the prope rty:
4h. Explain the purpose of the proposed proje ct:*
4i. Describe the ov e rall proje ct in detail, including indire ct impacts and the type of e quipme nt to be use d:*
2. Project Identification
(tax PIN or parcel ID)
not applicable
(in acres)
80.1
City
Charlotte/Matthews
State / Province / Region
NC
Postal / Zip Code Country
USA
Street Address
Address Line 2
35.089500
ex: 34.208504
-80.730048
-77.796371
Fourmile Creek, Sixmile Creek
C
Catawba
030501030105
The project area includes the existing I-485 and Weddington Road right-of-way, including paved roadway, maintained shoulder, and adjacent forested areas. Land use in the project
vicinity consists primarily of residential and commercial development, interspersed with forestland within undeveloped parcels.
Yes No Unknown
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File type must be pdf
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N/A
(intermittent and perennial)
371
The purpose of the project is to improve access to I-485 from Weddington Road and surrounding communities in Weddington, Matthews, and Charlotte city limits. Currently, Weddington
Road is not directly accessible from I-485. The proposed interchange, located between the John Street and NC 16 (Providence Road) interchanges, will provide a closer and improved
route from the project area to I-485.
4j. Ple ase upload proje ct drawings for the propose d proje ct.
5. Jurisdictional Determinations
5a. Hav e the we tlands or stre ams be e n de line ate d on the prope rty or propose d impact are as?*
Comme nts:
5b. If the Corps made a jurisdictional de te rmination, what type of dete rmination was made ?*
Corps AID Numbe r:
5c. If 5a is ye s, who de line ate d the jurisdictional are as?
Name (if known):
Age ncy/Consultant Company:
Othe r:
5d. List the date s of the Corp jurisdiction de te rmination or State de te rmination if a de te rmination was made by the Corps or DWR.
5d1. Jurisdictional de te rmination upload
6. Future Project Plans
6a. Is this a phase d proje ct?*
Are any othe r NWP(s), re gional ge ne ral pe rmit(s), or indiv idual pe rmits(s) use d, or inte nde d to be use d, to authorize any part of the propose d proje ct or relate d activ ity? This
include s othe r se parate and distant crossing for linear proje cts that re quire De partme nt of the Army authorization but don’t re quire pre -construction notification.
1. Impacts Summary
1a. Whe re are the impacts associate d with your proje ct? (che ck all that apply):
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
3a. Re ason for impact *(?)3b.Impact type *3c. Type of impact *3d. S. name *3e . Stre am Type *
(?)
3f. Type of
Jurisdiction *
3g. S. width *3h. Impact
le ngth *
S1
The project is located in southeastern Mecklenburg County within City of Charlotte and the town of Matthews and will provide direct access to I-485 for the predominantly residential
neighborhoods in the vicinity of the project area.
The project consists of constructing a half-clover interchange with ramps and loops in the northeast and southeast quadrants. This interchange will provide 16-foot wide ramps and 18-
foot wide loops. Weddington Road will be widened within the project area to 73-feet from face-of-curb to face-of-curb, and will have five travel lanes and bike lanes. A 6-foot wide
sidewalk will be provided on the west side and a 10-foot wide sidewalk will be provided on the east side of Weddington Road, including the bridge over I-485. Left turn lanes will be
provided on Weddington Road at the ramp and loop intersections. Improvements will be made to the Weddington Road and McKee Road intersection. Impacts to jurisdictional resources
will result from culvert extensions (one 6' x 6' reinforced concrete box culvert and one 72" reinforced concrete pipe) at the proposed interchange ramps and related outfall protection
and stream bank stabilization.
An existing sewer line is located within the existing 6' x 6' reinforced concrete box culvert (RCBC). A sewer line extension will be conducted by the City of Charlotte and will be located
within the footprint of the culvert extension and bank stabilization at the outlet end of the culvert.
Standard road building equipment, such as loaders, compactors, excavators, dozers, and pavers will be used.
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R-0211EC Permit Drawings.pdf 6.25MB
R-0211EC Roadway Plans.pdf 17.92MB
File type must be pdf
Yes No Unknown
Preliminary Approved Not Verified Unknown N/A
Example: SAW-2017-99999
SAW-2013-02330
Environmental Services, Inc., RK&K, and NCDOT
/25/2015 (AJD), 7/1/2019 (PJD) Both of these determinations were for TIP I-5507, but cover R-0211EC resources in their entirety.
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Yes No
D. Proposed Impacts Inventory
Wetlands Streams-tributaries Buffers
Open Waters Pond Construction
Site 1 - Extend 6'x6' RCBC Permanent Culvert SBF Perennial Both 6
Average (feet)
16
(linear feet)
S2
S3
S4
S5
S6
S7
S8
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square fe e t:
3i. Total pe rmane nt stre am impacts:
3i. Total te mporary stream impacts:
3i. Total stre am and ditch impacts:
3j. Comme nts:
1. Avoidance and Minimization
1a. Spe cifically de scribe me asure s take n to av oid or minimize the propose d impacts in de signing the proje ct:*
1b. Spe cifically de scribe me asure s take n to av oid or minimize the propose d impacts through construction te chnique s:*
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Doe s the proje ct re quire Compe nsatory M itigation for impacts to Wate rs of the U.S. or Waters of the State ?
2c. If ye s, mitigation is re quire d by (check all that apply):
2d. If ye s, which mitigation option(s) will be use d for this proje ct?
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval le tte r from in-lie u fe e program is attache d.
4b. Stre am mitigation re que ste d:
4c. If using stre am mitigation, what is the stre am te mpe rature :
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
Site 1 - Rip Rap Fill Permanent Rip Rap Fill SBF Perennial Both 6
Average (feet)
34
(linear feet)
Site 1 - Rip Rap Fill Temporary Rip Rap Fill SBF Perennial Both 6
Average (feet)
19
(linear feet)
Site 1 - Bank Stabilization Permanent Bank Stabilization SBF Perennial Both 6
Average (feet)
6
(linear feet)
Site 1 - Bank Stabilization Temporary Bank Stabilization SBF Perennial Both 6
Average (feet)
20
(linear feet)
Site 2 - Extend 72" RCP Permanent Culvert SBE Perennial Both 5
Average (feet)
16
(linear feet)
Site 2 - Bank Stabilization Permanent Bank Stabilization SBE Perennial Both 5
Average (feet)
53
(linear feet)
Site 2 - Bank Stabilization Temporary Bank Stabilization SBE Perennial Both 5
Average (feet)
27
(linear feet)
0
125
66
191
At Sites 1 and 2, the existing culvert is not buried, therefore the culvert extension will not be buried. The bottom elevation of the extended culvert will
match the elevation of the existing stream bed. At Site 2, <0.01 (26 lf) of temporary impacts due to construction activities are included within the bank
stabilization impacts.
E. Impact Justification and Mitigation
The final project design avoids and minimizes impacts to streams to the greatest extent practicable. Due to the location of the interchange ramps to be
constructed, impacts to streams were unavoidable. Headwalls and wingwalls have been included in the design to shorten fill slopes and reduce stream
impact length, protect the ends of the pipe, and guard against erosion. 2:1 slopes will be utilized at each stream crossing to minimize impacts. A
preformed scour hole at Station -L- 790+50 LT and dry detention basin at Station Y5LPD- 20+00 RT are included in the design.
NCDOT's Best Management Practices (BMPs) for Construction and Maintenance Activities and Protection of Surface Waters will be adhered to.
Erosion control devices such as silt fence, rock inlet sediment traps, slope drains, clean water diversions, and silt bags will also be utilized to minimize
water quality impacts. Installation of the culvert extensions will be conducted utilizing pump around techniques to dewater the work zone. The pump
around at stream crossings will utilize temporary dams, pumps, and stilling basins to divert the channel baseflow around the work area rather than
installing a temporary pipe and diversion channel. By using this method, grading in the stream channel will be less intensive and will result in less
stream impacts. In locations where temporary construction activities will take place in the stream, the stream bed will be restored to pre-construction
contours.
Yes No
DWR Corps
Mitigation bank Payment to in-lieu fee
program
Permittee Responsible
Mitigation
Yes No
(linear feet)
66 warm
4d. Buffe r mitigation reque ste d (DWR only):4e . Riparian we tland mitigation re que ste d:
4f. Non-riparian we tland mitigation re que ste d:4g. Coastal (tidal) we tland mitigation re que ste d:
4h. Comme nts
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
1a. Doe s the proje ct include or is it adjace nt to protecte d riparian buffe rs ide ntifie d within one of the NC Riparian Buffe r Prote ction Rule s?
For a list of options to meet the diffuse flow requirements, click here.
If no, explain why:
2. Stormw ater Management Plan
2a. Is this a NCDOT proje ct subje ct to compliance with NCDOT’s Indiv idual NPDES pe rmit NCS000250?*
Comme nts:
1. Environmental Documentation
1a. Doe s the proje ct inv olv e an e xpe nditure of public (fe de ral/state /local) funds or the use of public (fe de ral/state ) land?*
1b. If you answe re d “ye s” to the abov e , doe s the proje ct re quire pre paration of an e nv ironme ntal docume nt pursuant to the re quire me nts of the National or State (North Carolina)
Env ironme ntal Policy Act (NEPA/SEPA)?*
1c. If you answe re d “ye s” to the abov e , has the docume nt re v ie w be e n finalize d by the State Cle aring House ? (If so, attach a copy of the NEPA or SEPA final approv al le tte r.)*
NEPA or SEPA Final Approv al Le tte r
2. Violations (DWR Requirement)
2a. Is the site in v iolation of DWR Wate r Quality Ce rtification Rule s (15A NCAC 2H .0500), Isolate d We tland Rule s (15A NCAC 2H .1300), or DWR Surface Wate r or We tland Standards or
Riparian Buffe r Rule s (15A NCAC 2B .0200)?*
3. Cumulative Impacts (DWR Requirement)
3a. Will this proje ct (base d on past and re asonably anticipate d future impacts) re sult in additional de v e lopme nt, which could impact ne arby downstre am water quality?*
3b. If you answe re d “no,” prov ide a short narrativ e description.
4. Sew age Disposal (DWR Requirement)
4a. Is sewage disposal re quire d by DWR for this proje ct?*
(square feet)(acres)
(acres)(acres)
No mitigation is required for the stream bank stabilization or temporary impacts as these impacts do not constitute a loss of waters of the U.S.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
Yes No
The water resources within the project area are not in any buffered basins and not on the main stem of the Catawba River.
Yes No
BMPs that will be used include a dry detention basin, the promotion of sheet flow and infiltration with grassed shoulders except were shoulder berm gutter is required, drainage systems
outlet to riprap pads or riprap lined ditches, and riprap on embankments to prevent erosion where ditches enter streams.
The stormwater management plan "R-0211EC_HYD_SMP" is attached at the end of the ePCN.
G. Supplementary Information
Yes No
Yes No
Yes No
Click the upload button or drag and drop files here to attach document
FILE TYPE MUST BE PDF
Yes No
Yes No
The areas where development can still occur are minimal therefore this project will have little influence on additional development. The areas that will
be directly impacted are mostly built out. It appears that growth in this area has preceded the proposed project. These areas are directly influenced by
the zoning the local municipalities have in place. Any additional development in the area would be required to adhere to local stormwater rules.
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this proje ct occur in or ne ar an are a with fe de rally prote cte d spe cie s or habitat?*
5b. Hav e you che cke d with the USFWS conce rning Endange re d Specie s Act impacts?*
5c. If ye s, indicate the USFWS Fie ld Office you hav e contacte d.
5d. Is anothe r Fe de ral age ncy inv olved?*
5e . Is this a DOT proje ct locate d within Div ision's 1-8?*
5f. Will you cut any tre e s in orde r to conduct the work in wate rs of the U.S.?*
5g. Doe s this proje ct inv olv e bridge mainte nance or re mov al?*
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
5h. Doe s this proje ct inv olv e the construction/installation of a wind turbine (s)?**
5i. Does this proje ct inv olv e (1) blasting, and/or (2) othe r pe rcussiv e activ itie s that will be conducte d by machine s, such as jackhamme rs, mechanize d pile driv e rs, e tc.?*
If ye s, ple ase prov ide de tails to include type of pe rcussiv e activ ity, purpose , duration, and specific location of this activ ity on the prope rty.
5j. What data source s did you use to de te rmine whe the r your site would impact Endange re d Spe cie s or De signate d Critical Habitat?*
Consultation Docume ntation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this proje ct occur in or ne ar an are a de signate d as an Esse ntial Fish Habitat?*
6b. What data source s did you use to de te rmine whe the r your site would impact an Esse ntial Fish Habitat?*
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
7a. Will this proje ct occur in or ne ar an are a that the state , fe de ral or tribal gov ernments hav e de signate d as hav ing historic or cultural pre se rv ation status (e .g., National Historic
Trust de signation or prope rtie s significant in North Carolina history and archae ology)?*
7b. What data source s did you use to de te rmine whe the r your site would impact historic or arche ological re source s?*
7c. Historic or Pre historic Information Upload
8. Flood Zone Designation (Corps Requirement)
Link to the FEM A Floodplain M aps: https://msc.fema.gov/portal/search
Yes No
Yes No
Asheville
Yes No Unknown
Yes No
Yes No
Yes No
Yes No
Yes No
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File must be PDF
The USFWS county list, North Carolina Natural Heritage Program (NCNHP) data explorer, October 2018 Freshwater Mussel Survey Report, and
August 2018 NEPA Construction Consultation were used. A biological conclusion of No Effect was rendered for Carolina heelsplitter, Michaux’s Sumac,
Schweinitz's sunflower, and smooth coneflower. NCDOT determined that the proposed action does not require separate consultation for the northern
long-eared bat on the grounds that the proposed action is consistent with the final 4(d) rule under Section 7 of the Endangered Species Act (see
attached memo). The rusty-patched bumble bee was recently listed as endangered but as a historic record. Because the project area is in the
historical range of rusty-patched bumble bee, no Section 7 consultation is needed.
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I-5507 & R-0211EC Mecklenburg 4(d) NLEB memo 2019.pdf 202.39KB
File type must be PDF
Yes No
National Oceanic and Atmospheric Administration Essential Fish Habitat Mapper
Yes No
May 2007 Environmental Assessment, August 2018 NEPA Construction Consultation, and State Historic Preservation Office HPOWEB GIS Service
Click the upload button or drag and drop files here to attach document
R-0211EC SHPO Concurrence Form.pdf 39.05KB
R-0211EC SHPO Letter - Recommendation No Archaeological Survey.pdf 50.58KB
File must be PDF
8a. Will this proje ct occur in a FEM A-de signate d 100-ye ar floodplain?*
8c. What source (s) did you use to make the floodplain de te rmination?*
Comme nts
M isce llane ous attachments not previously re que ste d.
*
I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a “transaction” subject to Chapter 66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name :*
Signature
Date
Yes No
FEMA Floodplain Maps
Miscellaneous
This TIP is being permitted and constructed concurrently with I-5507 and U-4714AB. Separate permit applications are being prepared and submitted for I-5507 and U-4714AB.
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R-0211EC_HYD_SMP.pdf 156.77KB
R-0211 EC Cover Letter.pdf 300.78KB
File must be PDF or KMZ
Si gnature
By checking the box and signing below, I certify that:
Michael Turchy
9/16/2019
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Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 790+00 -L- (LT) Extend 6' x 6' RCBC < 0.01 16
1 790+00 -L (LT) Riprap Fill < 0.01 < 0.01 34 19
1 788+50 -L- (RT) Bank Stabilization < 0.01 < 0.01 6 20
2 791+30 -L- Extend 72" RCP < 0.01 16
2 791+30/792+70 -L- Bank Stabilization < 0.01 < 0.01 53 27

TOTALS*: 0.02 < 0.01 125 66 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 11 OF 11
At Sites 1 and 2, the existing culvert is not buried, therefore the culvert extension will not be buried. The bottom elevation of the extended
culvert will match the elevation of the existing stream bed.
At Site 2, <0.01 ac (26 lf) of temporary impacts due to construction activities are included within the bank stabilization impacts.

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
MECKLENBURG
TIP NO. R-0211EC
WBS NO. 34331.1.7
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
09/12/19
R-0211EC Project
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Permit
Package
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW No. 2019-01768 County: Mecklenburg U.S.G.S. Quad: NC-Matthews

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Permittee: North Carolina Department of Transportation
Erin Cheely
Address: 1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Telephone Number: 919-707-6108
E-mail: [e-mail]

Size (acres) 80 acres Nearest Town Matthews
Nearest Waterway Fourmile Creek River Basin Santee
USGS HUC 03050103 Coordinates Latitude: 35.089500
Longitude: -80.730048
Location description: I 485 and SR 3468 (Weddington Rd.) in Mecklenburg County, North Carolina.

Description of projects area and activity: This verification authorizes the construction of a half-clover interchange at I 485 and
SR 3468 (Weddington Rd.), resulting in 59 linear feet of stream bank stabilization, 66 linear feet of permanent stream channel
impacts, and less than 0.01 acre of temporary stream impacts for dewatering activities.

Applicable Law(s): Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)

Authorization: NWP 14. Linear Transportation Projects

SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS

Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 9/16/2019, and the enclosed plans Sheets 1-11 dated 9/12/2019. Any violation of
the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order, a Class I administrative penalty, and/or appropriate legal action.

This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit’s expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.

Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.

For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.

If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Nicholle Braspennickx at 704-510-0162 or Nicholle.M.Braspennickx.usace.army.mil.

Corps Regulatory Official: _____________________________________________________Date: 10/01/2019
Expiration Date of Verification: 03/18/2022
Date: 2019.10.01 15:09:05 -04'00'
~
□
= -=~~~~~­----=====~=-
SAW No. 2019-01768
SPECIAL CONDITIONS

a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action ID Number: SAW No. 2019-01768 County: Mecklenburg

Permittee: North Carolina Department of Transportation, Erin Cheely

Project Name: NC DOT/R 0211EC, I 485 and SR 3468 (Weddington Rd.)

Date Verification Issued: 10/01/2019

Project Manager: Nicholle Braspennickx

Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:

US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Nicholle Braspennickx
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
Nicholle.M.Braspennickx.usace.army.mil

Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.

I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.

_______________________________________ ______________________
Signature of Permittee Date

ROY COOPER
Governor
MICHAEL S. REGAN
NORTH CAROLI NA
En ~lrmtm:tnto! Q,uallty
Secretary
LINDA CULPEPPER
Director
November 7, 2019
Mecklenburg County
NCDWRProjectNo. 20191232v.l
I-485 Access Ramp at SR 3468
State Project No. R-021 lEC
APPROVAL of 401 WATER QUALITY CERTIFICATION, with ADDITIONAL CONDITIONS
Mr. Philip S. Harris , III , P.E ., CPM
Natural Environment Section Head
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina , 27699-1598
Dear Mr. Harris:
You have our approval , in accordance with the conditions listed below, for the following impacts for the purpose of
Interstate Access Addition to I-485 at Weddington Road (SR 3468) R-021 lEC in Mecklenburg County:
Stream Impacts in the Catawba River Basin
Bank Bank Permanent Fill Temporary Fill Total Stream Stream Impacts
Site Stabilization Stabilization in Perennial in Perennial Impact Requiring
Permanent Temporary Stream Stream (linear ft) Mitigation
(linear ft) (linear ft) (linear ft) (linear ft) (linear ft)
1 (culvert ext) 6 20 16 42
1 (riprap fill) 34 19 53
2 (culvert ext) 53 27 16 96
0
TOTAL 59 47 66 19 191
Total Stream Impact for Project: 191 linear feet.
The project shall be constructed in accordance with your application dated received September 16, 2019. After
reviewing your application, we have decided that these impacts are covered by General Water Quality Certification
Number 4135. This certification corresponds to the Nationwide Permit 14 issued by the Corps of Engineers. In
addition, you should acquire any other federal, state or local permits before you proceed with your project including
(but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This
approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the NCDWR and submit a new application . If the property is sold, the
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street I 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707 .9000
16
34
16
0
66
DocuSign Envelope ID: 300C5E91-0C58-43AD-9545-772D0F9B4F89
new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to perennial streams (now or in the future) exceed 300 linear feet, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification(s) and any additional conditions listed below.
Condition(s) of Certification:
Project Specific Conditions
1. Compensatory mitigation for 66 linear feet of impact to streams is required. We understand that you have
chosen to perform compensatory mitigation for impacts to streams through the North Carolina Division of
Mitigation Service (DMS) (formerly NCEEP), and that the DMS has agreed to implement the mitigation
for the project. The DMS has indicated in a letter dated September 13, 2019 that they will assume
responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the
above-referenced project, in accordance with the DMS Mitigation Banking Instrument signed July 28,
2010.
2. The NCDOT Division Environmental Officer or Environmental Assistant will conduct a pre-construction
meeting with all appropriate staff to ensure that the project supervisor and essential staff understand the
potential issues with stream and pipe alignment at the permitted site. NCDWR staff shall be invited to the
pre-construction meeting. [15A NCAC 02H.0506(b)(2) and (b)(3)
3. Unless otherwise approved in this certification, placement of culverts and other structures in open waters
and streams, shall be placed below the elevation of the streambed by one foot for all culverts with a
diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less
than 48 inches, to allow low flow passage of water and aquatic life. Design and placement of culverts and
other structures including temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of
the above structures. The applicant is required to provide evidence that the equilibrium is being
maintained ifrequested in writing by the NCDWR. If this condition is unable to be met due to bedrock or
other limiting features encountered during construction, please contact the NCDWR for guidance on how
to proceed and to determine whether or not a permit modification will be required. [15A NCAC
02H.0506(b )(2)]
4. If multiple pipes or barrels are required, they shall be designed to mimic natural stream cross section as
closely as possible including pipes or barrels at flood plain elevation and/or sills where
appropriate . Widening the stream channel should be avoided. Stream channel widening at the inlet or
outlet end of structures typically decreases water velocity causing sediment deposition that requires
increased maintenance and disrupts aquatic life passage. [15A NCAC 02H.0506(b)(2)]
5. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that
precludes aquatic life passage. Bioengineering boulders or structures should be properly designed, sized
and installed. [15A NCAC 02H.0506(b)(2)]
6 . For the 68 linear feet of streams being impacted due to site dewatering activities, the site shall be graded to
its preconstruction contours and revegetated with appropriate native species. [15A NCAC
02H.0506(b )(2)]
7. The stream channel shall be excavated no deeper than the natural bed material of the stream, to the
maximum extent practicable . Efforts must be made to minimize impacts to the stream banks, as well as to
vegetation responsible for maintaining the stream bank stability. Any applicable riparian buffer impact for
access to stream channel shall be temporary and be revegetated with native riparian species. [15A NCAC
02H.0506(b )(2)]
8. The waiver for culvert burial is granted as requested. Stream bed is required to be level with the end of the
culvert extension, as presented in the application. [15A NCAC 02H.0506(b)(2)]
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street I 1617 Mail Service Center I Raleigh , North Carolina 27699-1617
919.707 .9000
DocuSign Envelope ID: 300C5E91-0C58-43AD-9545-772D0F9B4F89
General Conditions
1. Unless otherwise approved in this certification, placement of culverts and other structures in open waters
and streams shall be placed below the elevation of the streambed by one foot for all culverts with a
diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter
less than 48 inches, to allow low flow passage of water and aquatic life . Design and placement of
culverts and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream
and downstream of the above structures. The applicant is required to provide evidence that the
equilibrium is being maintained ifrequested in writing by NCDWR. If this condition is unable to be met
due to bedrock or other limiting features encountered during construction, please contact NCDWR for
guidance on how to proceed and to determine whether or not a permit modification will be required.
[15A NCAC 02H.0506(b)(2)]
2. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall
not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and
fish kills. [15A NCAC 02B.0200]
3. During the construction of the project, no staging of equipment of any kind is permitted in waters of
the U.S., or protected riparian buffers. [15A NCAC 02H.0506(b)(2)]
4. The dimension, pattern and profile of the stream above and below the crossing shall not be modified.
Disturbed floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC
02H.0506(b )(2)]
5. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for
stream stabilization shall be placed in stream channels in such a manner that it does not impede
aquatic life passage. [15A NCAC 02H.0506(b)(2)]
6. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit
drawings submitted for approval. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)]
7. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP
measures from the most current version ofNCDOT Construction and Maintenance Activities manual
such as sandbags, rock berms , cofferda ms and other diversion structures shall be used to prevent
excavation in flowing water. [15A NCAC 02H .0506(b)(3) and (c)(3)]
8. Heavy equipment shall be operated from the banks rather than in the stream channel in order to
minimize sedimentation and reduce the introduction of other pollutants into the stream. [ 15A NCAC
02H.0506(b )(3)]
9. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels , lubricants, hydraulic fluids, or other toxic materials.
[15A NCAC 02H.0506(b)(3)]
10. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [15A NCAC 02H.0506(b)(3)]
11. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is prohibited. [15A NCAC 02H .0506(b)(3)]
12. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street I 1617 Mail Service Center I Raleigh , North Carolina 27699-1617
919.707 .9000
DocuSign Envelope ID: 300C5E91-0C58-43AD-9545-772D0F9B4F89
Act) and any other appropriate requirements of State and Federal law. If the NCDWR determines that
such standards or laws are not being met (including the failure to sustain a designated or achieved use) or
that State or federal law is being violated, or that further conditions are necessary to assure compliance,
the NCDWR may reevaluate and modify this certification. [15A NCAC 02B.0200]
13. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless
otherwise authorized by this certification . [15A NCAC 02H.0506(b)(2)]
14. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In
addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained with
the Division Engineer and the on-site project manager. [15A NCAC 02H .0507(c) and 15A NCAC 02H
.0506 (b)(2) and (c)(2)]
15. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing
activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this
certification. [15A NCAC 02H.0501 and .0502]
16. The issuance of this certification does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and
federal) having jurisdiction, including but not limited to applicable buffer rules, stormwater management
rules, soil erosion and sedimentation control requirements, etc.
17. The Perrnittee shall report any violations of this certification to the Division of Water Resources within
24 hours of discovery. [15A NCAC 02B.0506(b)(2)]
18. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT
Division Engineer shall complete and return the enclosed "Certification of Completion Form" to notify
the NCDWR when all work included in the 401 Certification has been completed. [15A NCAC
02H.0502(f)]
19. Native riparian and wetland vegetation (ex. Salix nigra, Juncus (spp), Carex (spp), et al.) must be
reestablished in the riparian areas within the construction limits of the project by the end of the growing
season following completion of construction. [15A NCAC 02B.023l(b)(6)]
20. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated
with this permit without appropriate modification. Should waste or borrow sites, or access roads to waste
or borrow sites, be located in wetlands or streams, compensatory mitigation will be required since that is
a direct impact from road construction activities.[15A NCAC 02H.0506(b)(3) and (c)(3)]
21. Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards [15A NCAC 02H.0506(b)(3) and (c)(3]):
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street I 1617 Mail Service Center I Raleigh , North Carolina 27699-1617
919.707 .9000
DocuSign Envelope ID: 300C5E91-0C58-43AD-9545-772D0F9B4F89
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
22 . Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise
approved by this Certification . [15A NCAC 02H.0506(b)(3) and (c)(3)]
23 . With the issuance of this 401 certification, the DWR approves the stormwater drainage and treatment
designs as shown in the roadway plans and permit drawings submitted as part of the 401 application,
which are incorporated by reference and are enforceable by the DWR. Significant modifications to the
way stormwater is managed and conveyed, any outfalls, or stormwater control measures represented in
the roadway plans or permit drawings after issuance of this 401 certification are prohibited without prior
approval from the DWR.
24. In the event that discharges of sediment or other pollutants from the drainage system outfalls are found
by DWR to cause or contribute to a violation of surface water quality standards, DWR may take
enforcement action , or NCDOT and DWR shall conduct an assessment and implement the appropriate
best management practices necessary to adequately address NCDOT's contribution to the water quality
standards violation. Implementation of such best management practices shall be made within a
re ason able timeframe as agreed upon by NCDOT and DWR; and may require NCDOT to obtain a 404
Permit from the Corps and a 401 Certification from the DWR
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty ( 60) days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8 :00am and 5 :00pm, except
for official state holidays . The original and one (1) copy of the petition must be filed with the Office of
Administrative Hearings .
The petition may be faxed-provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is :
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone] , Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows :
Mr. Bill F . Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions, please contact Donna Hood at [phone] or donna .hood@ncdenr .gov .
Sincerely, '~gn~
LL ~c968,63,120 c o414 ... D. moa cutpepper, 1rector
Division of Water Resources
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street I 1617 Mail Service Center I Raleigh , North Carolina 27699-1617
919.707 .9000
DocuSign Envelope ID: 300C5E91-0C58-43AD-9545-772D0F9B4F89
Electronic copy only distribution :
Nicholle Braspennickx, US Army Corps of Engineers, Charlotte Field Office
Joel Howard , Acting Division 10 Environmental Officer
Michael Turchy, NC Department of Transportation
Claire Ellwanger, US Fish and Wildlife Service
Marla Chambers, NC Wildlife Resources Commission
Beth Harmon, Division of Mitigation Services
Donna Hood, NC Division of Water Resources Mooresville Regional Office
File Copy
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street I 1617 Mail Service Center I Raleigh , North Carolina 27699-1617
919.707 .9000
ROY COOPER
Governor
MICHAEL S. REGAN
NORTH CAROLI NA
En ~lrmtm:tnto! Q,uallty
Secretary
LINDA CULPEPPER
Director NCDWR Project No.: ________ _ County:
Applicant:
Project Name:
Date oflssuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applic ant is required to return this certificate to the 401 Transportation Permitting
Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, R a leigh , NC, 27699-1617. This form
may be returned to NCDWR by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I , __________________ , hereby state that, to the best of my abilities , due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules , the approved plans and
specifications, and other supporting materials.
Date : Signature :
---------------------------------
Agent's Certification
I, __________________ , hereby state that, to the best of my abilities , due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules , the approved plans and
specifications, and other supporting materials.
Date : Signature: ---------------------------------
Engineer's Certification
Partial Final ------
I , ___________________ , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project for the
Permittee hereby state that, to the best of my abilities , due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials .
Signature ________________________ Registration No . _____ _
Date -----------
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street I 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707 .9000
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