20201693 Ver 2_ePCN Application_20221011

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
2/6/2020
BIMS # Assigned* Version#*
20201693 2
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Winston-Salem Regional Office - (336) 776-
9800
Information for Initial Review
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Sue Homewood:eads\slhomewood
la. Name of project:
Voss Avenue Culvert Replacement
la. Who is the Primary Contact?*
Cynthia C. Lancaster, P.E.
1 b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
10/11/2022
Nearest Body of Water
North Buffalo Creek Tributary 1
Basin
Cape Fear
Water Classification
WS-V, NSW
Site Coordinates
Latitude:
36.13584
A. Processing Information
Longitude:
-79.75414
County (or Counties) where the project is located:
Guilford
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
Please provide the date of the previous submission.*
10/30/2020
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 27 - Restoration
Nationwide Permit (NWP) Number: 03 - Maintenance
Nationwide Permit (NWP) Number: 33 - Temporary Construction
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
City of Greensboro
2b. Deed book and page no.:
2c. Contact Person:
Michael Borchers - Director of Water Resources
401 Water Quality Certification - Express
Riparian Buffer Authorization
Yes No
Yes No

2d. Address
Street Address
2602 S. Elm Eugene St.
Address Line 2
City
Greensboro
Postal / Zip Code
27406
State / Province / Region
NC
Country
USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Cynthia C. Lancaster P.E.
4b. Business Name:
LJB Engineering PC
4c. Address
Street Address
311-A S. Main Street
Address Line 2
City
Kernersville
Postal / Zip Code
27284
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Greensboro, NC
2. Project Identification
2a. Property Identification Number:
7876791177 and 7876791067
2c. Project Address
Street Address
4413 Voss Avenue
Address Line 2
City
Greensboro
Postal / Zip Code
27406
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
North Buffalo Creek Tributary 1
3b. Water Resources Classification of nearest receiving water: *
WS-V, NSW
3c. What river basin(s) is your project located in?*
2b. Property size:
0.43 and 0.51
State / Province / Region
NC
Country
USA
Cape Fear

3d. Please provide the 12-digit HUC in which the project is located.
030300020105
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The City of Greensboro Water Resources Department proposes to replace an existing undersized 48" RCP culvert conveying a tributary of North Buffalo Creek under Voss Avenue.
Additionally, the City proposes to relocate the existing stream channel within the property that it owns downstream of the culvert replacement. The existing channel has a severe bend at
the culvert outlet, where sections of concrete curb and gutter have been placed through the bend as a stabilization measure. The channel also was routed immediately along Voss Avenue
and then makes a 90-degree bend at the neighbor to the south at 4405 Voss Avenue and runs along that property line. The City property is vacant and undeveloped. The remaining
properties are single-family residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0.003
4g. List the total estimated linear feet of all existing streams on the property:
587 LF
4h. Explain the purpose of the proposed project: *
The purpose of this project is to replace the culvert and relocate the main stream channel to achieve better flow characteristics and improve aquatic habitat.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
North Buffalo Creek Tributary 1 (FEMA designation), located along Voss Avenue in Greensboro, NC is experiencing channelization, incision and bank erosion. This has begun to threaten
neighboring properties and the structural integrity of the street. The scope of this project includes both the restoration of the creek and the redesign by LJB Inc for replacement of the 48"
circular RCP culvert that conveys water under Voss Avenue. The restoration along this reach of Voss Creek involves the realignment of the main channel away from threatened properties
and utilities, streambank stabilization and floodplain and vegetation establishment. All work shall be subject to the direction and inspection of the project engineer, with any deviations from
the design plans being cleared with the engineer on site prior to execution. Construction for the stream relocation portion of the project should last from 5 to 10 days with all work being
completed in dry weather conditions. The limits of disturbance (LOD) will be surrounded with temporary protection fence. Also, any trees that are not to be removed inside the LOD will be
surrounded with tree protection fence. The culvert replacement and utility relocation work will require 6-8 weeks. This project is proposing the use of silt fence or other erosion control
materials to limit sediment transported from the site during construction.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
No
A small bankfull bench area was delineated by Carolina Ecosystems. PJB submittal was made to
Corps of Engineers.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
Phil May
Carolina Ecosystems
Yes No
Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No, this is a stand-alone project.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
2. Wetland Impacts
2a. Site #* (?)
2a1 Reason (?)
Streams -tributaries
Pond Construction
2b. Impact type* (?)
2c. Type of W.*
Buffers
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
2g. Impact
area

W1
Stream Restoration
P
Headwater Forest
WA
Yes
Both
0.003
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.003
2i. Comments:
wetland area will become part of the stream restoration
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.003
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Relocation/Loss
Permanent
Relocation
NBC Trib 1
Perennial
Both
6
Average (feet)
38
(linear feet)
S2
Relocation/Restoration
Temporary
Relocation
NBC Trib 1
Perennial
Both
6
Average (feet)
322
(linear feet)
S3
Relocation/Loss
Permanent
Relocation
Unnamed Trib
Perennial
Both
6
Average (feet)
84
(linear feet)
S4
Relocation/Restoration
Temporary
Relocation
Unnamed Trib
Perennial
Both
6
Average (feet)
124
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
122
3i. Total stream and ditch impacts:
568
3i. Total temporary stream impacts:
446
3j. Comments:
Permanent impacts are for loss of stream length due to relocation. Temporary impacts are for the stream restoration lengths. The replaced culvert (44'
existing/44' proposed) was also included as a temporary impact. North Buffalo Creek Trib 1 is the main stream crossing under Voss Avenue. The
Unnamed Trib is the tributary entering City property from the north. City will obtain easements from impacted property owners within LOD (temporary
stream impacts).
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
All proposed impacts to jurisdictional stream channels are related to stabilizing eroding streambanks and restoring habitat. Multiple engineering
alternatives were considered including hardened bank structures but relocating the stream with natural channel design parameters was selected to most
effectively accomplish project goals.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
All stream work will be performed in the dry using pump around operations and diversion. Standard erosion and sediment control practices, including silt
fence and erosion control matting, will be used throughout this project.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes • No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
This project will enhance stream quality and aquatic habitat.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No

What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes No
1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes No
Comments: *
Project only involves environmental enhancement and replacement of existing structure.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
This is a culvert replacement and stream restoration project and will not result in additional development in the area.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No

5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Fish and Wildlife Ipac service and email correspondence with Bryon Hamstead on 10/5/2020.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NOAA Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Searched the GIS spatial data from National Register of Historic Places at NPS.gov. Additionally, this project is in a residential area.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8b. If yes, explain how project meets FEMA requirements:
No -Rise Certification submitted to and approved by local floodplain administrator.
8c. What source(s) did you use to make the floodplain determination?*
fris.nc.gov
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Voss_Compiled_PCN_Documentation. pdf
VOSS Ave FINAL_March2021_r.pdf
File must be PDF or KMZ
Comments
4.96MB
14.08MB
Attached are emails documenting request for pre -filing meeting and scheduling of meeting in February 2020 and also other documentation uploaded with the original PCN submittal in
2020.
The PCN and water quality certification were approved (approval letters also uploaded), but the Corps approval expired in March 2022 and we were advised to submit a new PCN.
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• 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:
Cynthia C. Lancaster, P.E.
Signature
Git.a&.. a��Lsa?dr7 t
Date
10/11/2022

f PCN SUBMITTAL DOCUMENTATION
1 VOSS AVENUE
CULVERT REPLACEMENT
& STREAM RESTORATION
CITY OF GREENSBORO, NC
Octoboer 2022
Submitted to:
Corps of Engineers
NC Department of Environmental Quality
PREPARED BY:
LJB Engineering PC
311 S. Main Street
Kernersville, NC 27284
[phone]
[e-mail]

PCN DOCUMENTATION - VOSS AVENUE • CITY OF GREENSBORO
TABLE OF CONTENTS
EXHIBIT A - EMAILS REGARDING PRE -FILING MEEINTG
EXHIBIT B - AGENT AUTHORIZATION FORM
EXHIBIT C - USGS TOPOISOILS MAPIUSFWS LETTER
EXHIBIT D - 2020 APPROVALS FROM CORPS AND NCDEQ
TABLE OF CONTENTS

PCN DOCUMENTATION - VOSS AVENUE • CITY OF GREENSBORO
EXHIBIT A
EMAILS REGARDING PRE -FILING MEETING
OCTOBOER 2022 EXHIBITS

Cindy Lancaster
From: Cindy Lancaster
Sent: Thursday, February 6, 2020 12:34 PM
To: Homewood, Sue; [e-mail]
Subject: Proposed Culvert Replacement/Stream Relocation in Greensboro
Attachments: VossAve_Culvert&StreamProject.pdf, DSC_0880.JPG; DSC_0881.JPG; DSC_0885.JPG;
Voss_Creek_XSEC.pdf
Sue/David —
I think I may have spoken with one or both of you previously about this project, but that was probably in 2018 as we
were just getting started. After a prolonged delay, the project is finally kicking back into gear. Attached is a figure
showing the general proposal for a culvert upgrade and stream relocation through property that the City of Greensboro
owns, which will get the stream away from the road and from the property owner who mows up to the top of bank and
complains about the stream bank erosion.
We are far enough along with our work that I think a site visit from/with you may be useful before the design is finalized
for a PCN submittal, if it would be possible to schedule a time that works for both of you.
Phil May checked for wetlands and determined that only the stream is jurisdictional. He left some flagging in a couple of
questionable spots as guidance for the surveyor on locating top of bank, but we are not planning to submit a PJD on this
project unless David sees a reason to require it. Kris Bass Engineering is doing the stream relocation/restoration design.
There are several potential issues/questions which we can discuss in the field, but if you would like more information
beforehand we can provide that:
1. The plan is for the existing stream channel along the ROW to be retained to convey storm flows from the
roadway pipe to the new channel. It would not be expected to continue to carry base flow. The overall length
of the restored channel will be less than the existing alignment of the jurisdictional stream. In a sense we're
exchanging quality for some loss of length. Existing main channel length is 340 I.f. The new main channel length
is proposed as 285 I.f. It is also expected that about 45 I.f. of the existing tributary will be filled and abandoned
to tie into the new stream alignment.
2. The proposed stream channel is a 6-ft wide low -flow channel meandering through a 14.5-ft width of floodplain
bench, with the low flow channel 6" lower than the wider channel (see attached rough preliminary sketch). To
roughly match that with the culvert replacement and to get the hydraulic capacity the City wants, we are
proposing a 6'x6' box culvert with a 1-ft depth of sediment to match the low -flow channel and a 8'span x 6'rise
culvert with the sediment depth 0.5' higher to match the wider channel. This is exactly per the permit
conditions — but since it is designed to match the new channel, is that OK? We will have to provide grade
control on the upstream end, essentially dropping the channel grade down boulder steps into the new culvert.
This project was recently expanded to provide some partial restoration/bank stabilization on the tributary also due to
homeowner concerns about the eroding bank in his back yard.
Let me know if you're available for a site visit and/or if you would like more information from us beforehand. I have
attached photos of the 48" RCP outlet, the 18" RCP outlet and the mowed -to -bank south property where the channel is
to be abandoned.
Thanks,
Cindy

Cynthia C. Lancaster, P.E., CFM
Water Resources Engineer
Phone: [phone] Ext. 102
Cell: 336-681-5461
EWELL

Cindy Lancaster
From: Cindy Lancaster
Sent: Thursday, February 13, 2020 8:07 AM
To: Bailey, David E CIV USARMY CESAW (USA); Homewood, Sue
Subject: RE: [External] Proposed Culvert Replacement/Stream Relocation in Greensboro
David/Sue --
Yes -- I can plan to meet you tomorrow at noon (or with a —30 minute notice). That would be great.
Thanks!
Cindy
Cynthia C. Lancaster, P.E., CFM
Water Resources Engineer
Phone: [phone] Ext. 102
Cell: 336-681-5461
-----Original Message -----
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, February 13, 2020 7:39 AM
To: Homewood, Sue <[e-mail]>; Cindy Lancaster <[e-mail]>
Subject: RE: [External] Proposed Culvert Replacement/Stream Relocation in Greensboro
EXTERNAL MESSAGE —TREAT LINKS/FILES WITH CARE
Hi all, and sorry for the delay. Sue and I will be in Greensboro tomorrow for a 9am site visit. We could meet you at this
site afterward (12ish?) if that works for you. I know this is very short notice, but I could spin it and say that's it's just
really fast customer service! Another option is the following Tuesday (2/18), where Sue and I have a pre -construction
meeting in McLeansville in the afternoon; we could meet at this site in the neighborhood of 11am or 12pm. Thoughts?
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

-----Original Message -----
From: Homewood, Sue [mailto:[e-mail]]
Sent: Friday, February 7, 2020 4:43 PM
To: Cindy Lancaster <[e-mail]>; Bailey, David E CIV USARMY CESAW (USA)
<David. E. [e-mail]>
Subject: [Non-DoD Source] RE: [External] Proposed Culvert Replacement/Stream Relocation in Greensboro
Hi Cindy,
I don't see any red flags in what you sent so far. I'm happy to schedule a site visit, I'll defer to David as his schedule is
more limited and he'd be coming from farther away. David, I'm also happy to represent both of us at a site visit if that's
easier for you.
Sue Homewood
Division of Water Resources, Winston Salem Regional Office Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. [e-mail]<mailto:[e-mail]>
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
From: Cindy Lancaster <[e-mail]>
Sent: Thursday, February 6, 2020 12:34 PM
To: Homewood, Sue <[e-mail]>; [e-mail]
Subject: [External] Proposed Culvert Replacement/Stream Relocation in Greensboro
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail] <mailto:report. [e-mail]>
Sue/David -
I think I may have spoken with one or both of you previously about this project, but that was probably in 2018 as we
were just getting started. After a prolonged delay, the project is finally kicking back into gear. Attached is a figure
showing the general proposal for a culvert upgrade and stream relocation through property that the City of Greensboro

owns, which will get the stream away from the road and from the property owner who mows up to the top of bank and
complains about the stream bank erosion.
We are far enough along with our work that I think a site visit from/with you may be useful before the design is finalized
for a PCN submittal, if it would be possible to schedule a time that works for both of you.
Phil May checked for wetlands and determined that only the stream is jurisdictional. He left some flagging in a couple of
questionable spots as guidance for the surveyor on locating top of bank, but we are not planning to submit a PJD on this
project unless David sees a reason to require it. Kris Bass Engineering is doing the stream relocation/restoration design.
There are several potential issues/questions which we can discuss in the field, but if you would like more information
beforehand we can provide that:
1. The plan is for the existing stream channel along the ROW to be retained to convey storm flows from the roadway
pipe to the new channel. It would not be expected to continue to carry base flow. The overall length of the restored
channel will be less than the existing alignment of the jurisdictional stream. In a sense we're exchanging quality for
some loss of length. Existing main channel length is 340 I.f. The new main channel length is proposed as 285 I.f. It is
also expected that about 45 I.f. of the existing tributary will be filled and abandoned to tie into the new stream
alignment.
2. The proposed stream channel is a 6-ft wide low -flow channel meandering through a 14.5-ft width of floodplain
bench, with the low flow channel 6" lower than the wider channel (see attached rough preliminary sketch). To roughly
match that with the culvert replacement and to get the hydraulic capacity the City wants, we are proposing a 6'x6' box
culvert with a 1-ft depth of sediment to match the low -flow channel and a 8'span x 6'rise culvert with the sediment
depth 0.5' higher to match the wider channel. This is exactly per the permit conditions - but since it is designed to match
the new channel, is that OK? We will have to provide grade control on the upstream end, essentially dropping the
channel grade down boulder steps into the new culvert.
This project was recently expanded to provide some partial restoration/bank stabilization on the tributary also due to
homeowner concerns about the eroding bank in his back yard.
Let me know if you're available for a site visit and/or if you would like more information from us beforehand. I have
attached photos of the 48" RCP outlet, the 18" RCP outlet and the mowed -to -bank south property where the channel is
to be abandoned.
Thanks,
Cindy

Cynthia C. Lancaster, P.E., CFM
Water Resources Engineer
Phone: [phone] Ext. 102
Cell: 336-681-5461
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PCN DOCUMENTATION - VOSS AVENUE • CITY OF GREENSBORO
EXHIBIT C
USGS TOPO AND SOILS MAP
OCTOBOER 2022 EXHIBITS
f D,

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTIONS:
CITY PROPERTIES:
LOT NO. 48-51 PLAT: 19-68 PARCEL: 47162 ADDRESS: 4413 Voss Avenue, Greensboro, NC
LOT NO: 52-55 PLAT: 19-68 PARCEL: 47163 ADDRESS: 4407 Voss Avenue, Greensboro, NC
PRIVATE PROPERTY UPSTREAM OF CULVERT:
LOT NO:170-172 PLAT: 19-68 PARCEL: 47139 ADDRESS: 4416 Voss Avenue, Greensboro, NC
PRIVATE PROPERTY ON TRIBUTARY:
LOT NO: 46&47 PLAT: 19-68 PARCEL: 47161 ADDRESS: 4417 Voss Avenue, Greensboro, NC
NOTE: THE CITY OF GREENSBORO IS OBTAINING EASEMENTS FOR THE PROJECT AREAS ON THE PRIVATE
PROPERTIES.
Please print:
Property Owner: City of Greensboro
Property Owner Upstream of Culvert: Joyce W. Maddox
Property Owner on Tributary: Katrina Corkill and John Hunter
The undersigned, registered property owners of the above noted property, do hereby authorize
Cynthia C. Lancaster, PE. , of UB Inc.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
City of Greensboro
PO Box 3136
Greensboro, NC 27402
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Ahk
horized S;3.
gnature
Date: �I 12 o-Lo

PCN DOCUMENTATION - VOSS AVENUE • CITY OF GREENSBORO
EXHIBIT B
AGENT AUTHORIZATION
OCTOBOER 2022 EXHIBITS

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United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2020-SLI-1134
Event Code: 04EN2000-2020-E-02561
Project Name: Voss Avenue
May 04, 2020
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

05/04/2020 Event Code: 04EN2000-2020-E-02561
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

05/04/2020 Event Code: 04EN2000-2020-E-02561
Attachment(s):
• Official Species List

05/04/2020 Event Code: 04EN2000-2020-E-02561
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

05/04/2020 Event Code: 04EN2000-2020-E-02561 2
Project Summary
Consultation Code: 04EN2000-2020-SLI-1134
Event Code: 04EN2000-2020-E-02561
Project Name: Voss Avenue
Project Type: STREAM / WATERBODY / CANALS / LEVEES / DIKES
Project Description: Culvert Replacement and Stream Restoration
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/place/36.13226820724049N79.75334677736043W
r•i
Counties: Guilford, NC
r.O Ra

05/04/2020 Event Code: 04EN2000-2020-E-02561 3
Endangered Species Act Species
There is a total of 2 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Flowering Plants
NAM L STATUS
Schweinitz's Sunflower Helianthus schweinitzii Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/3849
Small Whorled Pogonia Isotria medeoloides Threatened
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/1890
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

PCN DOCUMENTATION - VOSS AVENUE • CITY OF GREENSBORO
EXHIBIT D
APPROVAL LETTERS FROM CORPS AND NCDEQ
OCTOBOER 2022 EXHIBITS
f D,

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-00596 County: Guilford U.S.G.S. Quad: NC -Lake Brandt
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Greensboro
Attn: Michael Borchers
Address: 2602 South Elm Eugene Street
Greensboro, NC 27406
Size (acres) —0.94 Nearest Town Greensboro
Nearest Waterway UT to Jorden Branch River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.135637,-79.754433
Location description: The project area is located on both sides of Voss Avenue, approximately 0.3 mile north of its intersection
with Cody Avenue in Greensboro, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of dredged or fill material into a
total of 561 linear feet of streams and 0.003 acre of wetlands, necessary for stream restoration including construction access
activities and culvert renlacement, associated with the Voss Avenue Stream Restoration and Culvert Replacement nroiect.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 27. Aquatic Habitat Restoration, Establishment and Enhancement Activities
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 10/30/2020, and the enclosed "Voss Avenue Culvert Replacement & Stream
Restoration" plan package Sheets 1 through 20. 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 (LAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
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 David E. Bailey at [phone] X 30 or David.E.Bailev2(&usace.armv.mil.
Date: 2020.11.20 12:10:58
Corps Regulatory Official: -05-00- Date: 11/20/2020
Expiration Date of Verification: 03/18/2022

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."Vcm_apex/f?p=136:4:0
Copy furnished:
Cynthia C. Lancaster, P.E., LJB, Inc., Kemersville, NC 27284
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

Action ID Number: SAW-2020-00596
Permittee: City of Greensboro (Attn: Michael Borchers)
County: Guilford
Project Name: Voss Avenue Stream Restoration and Culvert Replacement / City of Greensboro /
Guilford County / municipal
Date Verification Issued: 11/20/2020
Project Manager: David E. Bailey
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: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
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

SAW-2020-00596
MEMORANDUM FOR RECORD
SUBJECT: Department of the Army Memorandum Documenting General Permit Verification
1.0 Introduction and overview: Information about the proposal subject to one or more of the
Corps regulatory authorities is provided in Section 1, detailed evaluation of the activity is found
in Sections 2 through 4 and findings are documented in Section 5 of this memorandum.
Further, summary information about the activity including administrative history of actions
taken during project evaluation is attached (ORM2 summary).
1.1 Applicant name: City of Greensboro (Attn: Michael Borchers)
1.2 Activity location -Latitude- 36.135637 Longitude:-79.754433 Location description: The project
area is located on both sides of Voss Avenue, approximately 0.3 mile north of its
intersection with Cody Avenue in Greensboro, Guilford County, North Carolina.
1.3 Description of activity requiring verification -This verification would authorize the permanent
discharge of dredged or fill material into a total of 561 linear feet of streams and 0.003
acre of wetlands, necessary for stream restoration including construction access
activities and culvert replacement, associated with the Voss Avenue Stream Restoration
and Culvert Replacement project.
1.4 Is this an After -the -Fact verification? No.
1.5 Date PCN determined complete for processing 11/12/2020
1.6 Jurisdiction Determination completed? No JD has been completed.
1.7 Permit authority: Section 404 of the Clean Water Act (33 USC 1344)
1.8 Applicable Permit: NWP 27. Aquatic Habitat Restoration, Establishment and
Enhancement Activities
1.9 Activity requires written waiver of NWP limits? No.
1.10 Activity requires a waiver from the requirements of a regional condition(s)? No.
2.0 Evaluation of the Pre -Construction Notification
2.1 Direct and indirect effects caused by the GP activity: The project involves mechanized land
clearing, excavation, the placement of fill and stream relocation activities in 561 linear
feet of stream channel associated with aquatic resource restoration and enhancement
and culvert replacement activities. Activities include realignment of the main channel
away from threatened properties and utilities, streambank stabilization and vegetation
establishment, installing in -stream structures, constructing new stream channels with
appropriate dimension and depth to access their functioning floodplain elevations;
creating a stable pattern and profile considering the hydrologic and sediment inputs to
the system; installing habitat features such as constructed riffles and brush toes into
restored/enhanced streams, adding woody materials to channel beds and constructing
pools of varying depths; and planting native tree and understory species in the riparian

SAW-2020-00596
zone. The culvert replacement would involve replacing the 48" circular RCP culvert that
conveys water under Voss Avenue approximately in place with a double box culvert
with a low flow box and a high -flow box that would increase hydraulic and floodplain
connectivity. Although best management practices will be utilized during construction,
activities may result in temporary water quality issues such as increased sediment,
turbidity, and loss of aquatic habitat. However, ultimately the project will result in
overall functional improvement of resources by increasing stream stability; reducing
bed and bank erosion; restoring hydrologic connections between bankfull channels and
floodplains, wetlands, and vernal pools; improving instream habitat and instream
habitat connectivity; reducing agricultural pollutant loading; enhancing riparian buffers,
increasing stream shading; and increasing in -stream woody debris.
2.2 Site specific factors: The project area is part of a watershed that is primarily composed of
forested and agricultural land but includes urbanized and growing residential and
commercial developments around the 1-40/85 corridor. This area has a long history of
intensive farming practices which has resulted in long term degradation to aquatic
resources. Given the urbanizing nature of the watershed, the waters within the project
area provide important aquatic resource functions to downstream waters.
2.3 Coordination
2.3.1 Was the PCN coordinated with other agencies? No.
Agency coordination is not required and was not conducted for the proposed project.
2.3.2 Was the PCN coordinated with other Corps offices? No.
2.4 Mitigation
2.4.1 Provide brief description of how the activity has been designed on -site to avoid and minimize
adverse effects, both temporary and permanent, to waters of the United States to the
maximum extent practicable at the project site -The applicant provided a detailed statement
describing their efforts to avoid and minimized impacts to waters of the United States
on the project site in the preconstruction notification. Based on this information, the
Corps believes the applicant has avoid and minimized impacts to waters of the United
State to the maximum extent practicable. The project involves stream restoration,
enhancement, and preservation activities on a mitigation bank site intended to provide
compensatory mitigation for impacts associated with other Department of the Army
permit actions. Although the project would result in the net reduction of stream channel
length within the limits of disturbance from approximately 561 linear feet to 422 linear
feet, the project would realign the main channel from previously relocated roadside and
property -side trapezoidal ditch positions closer to the approximated flow path prior to
the development of the Voss Forest s/d (cir. 1950s, see plant map in file notarized on
3/22/1953). The existing stream features are highly manipulated, immediately adjacent to
roads and houses, incised, have eroding banks, and contain very little in -stream habitat.
Similarly, the very small wetland proposed to be within the footprint of stream
restoration activities is a vegetated sediment bar alongside a highly unstable meander
of the Unnamed Tributary channel — this feature is visibly low functioning. Given the
natural channel design principles used for this project, the project will result in a net
uplift (channel stability, in -stream habitat, floodplain connectivity) to the currently low
aquatic functions on this site.

SAW-2020-00596
2.4.2 Is compensatory mitigation required for unavoidable impacts to jurisdictional aquatic resources
to reduce the individual and cumulative adverse environmental effects to a minimal level?
No.
Provide rationale: No compensatory mitigation is required because the activity consists
entirely of restoration activities. No compensatory mitigation is required because the
activity involves impacts to low quality aquatic resources.
3.0 Compliance with Other Laws, Policies and Requirements
3.1 Section 7(a)(2) of the Endangered Species Act (ESA)
3.1.1 ESA action area: The action area includes the waters of the United States that will be
directly affected by the proposed work or structures and uplands directly affected as a
result of authorizing the work or structures.
3.1.2 Has another federal agency taken steps to document compliance with Section 7 of the ESA
and completed consultation(s) as required? No.
3.1.3 Known species/critical habitat present? No. The Corps has determined that it has
fulfilled its responsibilities under Section 7(a)(2) of the ESA.
IPAC Species in Guilford County:
Schweinitz's sunflower (Helianthus schweinitzii) - Endangered
Small whorled pogonia (isotria medeoloides) — Threatened
Effect determination (s), including no effect, for all known species/habitat, and basis for
determination(s): Based on the latest version of the Natural Heritage Program's NHEO
data and a site visit, there are no protected species located within or in the vicinity of
the action area. The Corps has determined the proposed activity will not directly or
indirectly affect any species subject to the ESA. Based on my site visit on 2/14/2020,
only marginal habitat suitability exists for Schweinitz's sunflower and small whorled
pogonia. Further, based on our GIS analysis, the nearest known occurrences of
Schweinitz's sunflower and small whorled pogonia are located greater than 16 miles
SSE and 10 miles E of the action area, respectively
3.1.4 Consultation with either the National Marine Fisheries Service and/or the U.S. Fish and Wildlife
Service was initiated and completed as required, for any determinations other than "no effect"
(see the attached "Summary" sheet for begin date, end date and closure method of the
consultation).
The USACE reviewed this project in accordance with (IAW) the NLEB Standard Local
Operating Procedures for Endangered Species (SLOPES) between the USACE,
Wilmington District, and the Asheville and Raleigh U.S. Fish and Wildlife Service
(Service) Offices, and determined that the action area for this project is located outside
of the highlighted areas/red 12-digit HUCs and activities in the action area do not
require prohibited incidental take; as such, this project meets the criteria for the 4(d)
rule and any associated take is exempted/excepted. IAW the NLEB SLOPES, the USACE
sent a Situation 1 email to the Service on 11/20/2020, informing them about this project.
Service Concurrence: as established in the NLEB SLOPES, this project does not require
prohibited intentional take of the NLEB and it meets the criteria for the 4(d) rule;

SAW-2020-00596
therefore any associated take is exempt and it is not necessary for the USACE to wait
30 days for the Service to object or concur.
Based on a review of the information above, the Corps has determined that it has fulfilled its
responsibilities under Section 7(a)(2) of the ESA.
3.2 Magnuson -Stevens Fishery Conservation and Management Act, Essential Fish Habitat
(EFH) The NWPs/RGPs were coordinated with the NMFS during the permit renewal
process. NMFS coordination/EFH consultation is required if the activity affects SAV.
This activity does not affect SAV. Therefore, NMFS coordination/EFH consultation has
been completed.
3.2.1 Has another federal agency taken steps to comply with EFH provisions of Magnuson -Stevens
Act? No.
3.2.2 Did the proposed project require review under the Magnuson -Stevens Act? No. No. See
Section 3.2 above.
3.3 Section 106 of the National Historic Preservation Act (Section 106)
3.3.1 Section 106 permit area -The permit area includes those areas comprising waters of the United
States that will be directly affected by the proposed work or structures, as well as activities
outside of waters of the U.S. because all three tests identified in 33 CFR 325, Appendix
C(g)(1) have been met.
Final description of the permit area: All three test have been met and portions of the larger
project undertaken outside of waters of the U.S. are in the permit area. Activities
undertaken outside WOUS are included in the permit area because those activities are
directly associated and integrally related with the authorized work and those activities
would not occur but for the authorization of the work within the WOUS.
3.3.2 Has another federal agency taken steps to comply with Section 106 of the National Historic
Preservation Act and completed consultation(s) as required? No.
3.3.3 Known cultural resource sites present and/or survey or other additional information
needed? No. Based on the NCDCR "HPOWEB" service, aerial photographs, and a site
visit, there are no known historic properties located in the permit area or in close
proximity to the permit area.
Effect determination and basis for that determination: The Corps has determined the
proposed activity has no potential to cause effects to properties listed or eligible for
listing in the National Register of Historic Places, because the project is located in areas
that have been extensively modified. The area was developed into the Voss forest
residential s/d in the 1950s, and stream channels and the immediately surrounding
areas have all been re -aligned and filled/disturbed accordingly.
3.3.4 The Corps has determined that it has fulfilled its responsibilities under Section 106 of the
NHPA.
3.4 Tribal Trust Responsibilities

SAW-2020-00596
3.4.1 Was government -to -government consultation conducted with Federally -recognized Tribe(s)?
No. There are no known tribal interests in the project area.
The Corps has determined that it has fulfilled its tribal trust responsibilities.
3.4.2 Other Tribal including any discussion of Tribal Treaty rights? Select Yes or No.
3.5 Section 401 of the Clean Water Act — Water Quality Certification (WQC)
3.5.1 Is a Section 401 WQC required, and if so, has the certification been issued or waived? A
general WQC has been issued for this permit.
3.6 Coastal Zone Management Act (CZMA)
3.6.1 Is a CZMA consistency concurrence required, and if so, has the concurrence been issued,
waived or presumed? N/A, a CZMA consistency concurrence is not required.
3.7 Wild and Scenic Rivers Act
3.7.1 Is the projectlocated in a component of the National Wild and Scenic River System, or in a
river officially designated by Congress as a "study river" for possible inclusion in the system?
No. According to http://www.rivers.gov, the proposed project area is not within a
designated or study river.
3.8 Effects on Corps Civil Works Projects (33 USC 408)
3.8.1 Does the applicant also require permission under Section 14 of the Rivers and Harbors Act (33
USC 408) because the activity, in whole or in part, would alter, occupy, or use a Corps Civil
Works project? No, there are no Corps Civil Works project(s) in or near the vicinity of the
proposal.
4.0 Special Conditions
4.1 Are special conditions required to ensure minimal effects, protect the public interest and/or
ensure compliance of the activity with any of the laws above? No.
If no, provide rationale: The terms and conditions of the general permit are sufficient to
ensure no more than minimal adverse effects, and no conditions are needed for
compliance with other laws or to protect the public interest.
5.0 Determination
5.1 Waiver request conclusion, if required or select N/A: N/A.
5.2 The activity will result in no more than minimal individual and cumulative adverse effects on
the aquatic environment and will not be contrary to the public interest.
5.3 This activity, as described, complies with all terms and conditions of the permit identified in
Section 1.5.

SAW-2020-00596
1U04: 1:41111I '1a
Date: 2020.11.20
12:10:22-05'00'
David E. Bailey
REVIEWED BY:
APPROVED BY:
Date: 2020.11.20
12:10:38-05'00'
David E. Bailey
Date: 11 /20/2020
Date:
Date: 11 /20/2020

DocuSign Envelope ID: 7B251 B8A-C22A-44BC-A854-B251 E5380FE9
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
City of Greensboro
Attn: Mr. Mike Borchers
311-A S. Main St
Greensboro NC 27284
NORTH CAROLINA
Environmental Quality
November 30, 2020
DWR # 20201693
Guilford County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
Voss Ave Stream Restoration and Culvert Replacement
Dear Mr. Borchers:
You have our approval for the impacts listed below for the purpose described in your application dated
and received by the Division of Water Resources (Division) October 30, 2020 and payment received
November 23, 2020. These impacts are covered by the attached Water Quality General Certification
Number 4134 and the conditions listed below. This certification is associated with the use of
Nationwide Permit Number 27 once it is issued to you by the U.S. Army Corps of Engineers. Please note
that you should get any other federal, state or local permits before proceeding with your project,
including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and
Water Supply Watershed regulations.
The Division has determined that the proposed project will comply with water quality requirements
provided that you adhere to the conditions listed in the enclosed certification and to the additional
conditions itemized below.
The following proposed impacts are hereby approved. No other impacts are approved, including
incidental impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
Amount Approved
(units)
(units)
Permanent
Temporary
Stream
561 (linear feet)
0 (linear feet)
404/401 Wetlands
0.003 (acres)
0 (acres)
This approval is for the purpose and design described in your application. The plans and specifications
for this project are incorporated by reference as part of this Certification. If you change your project,
you must notify the Division and you may be required to submit a new application package with the
appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and is
responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)].
�IN'Af�
North Carolina Department of Environmental Quality I Division of Water Resources
Winston-Salem Regional Office i 450 West Hanes Mill Road, Suite 300 I Winston-Salem, North Carolina 27105
NOhr C
D. __Wai o-o�ma�io�a� /"� 336.776.9800

DocuSign Envelope ID: 713251 B8A-C22A-44BC-A854-B251 E5380FE9
City of Greensboro
DWR# 20201693
401 Certification
Page 2 of 3
If you are unable to comply with any of the conditions of the attached Water Quality General
Certification or with the additional conditions itemized below, you must notify the Winston Salem
Regional Office within 24 hours (or the next business day if a weekend or holiday) from the time the
permittee becomes aware of the circumstances.
The permittee shall report to the Winston Salem Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next
business day if a weekend or holiday) from the time the permittee became aware of the non-compliance
circumstances.
Additional Conditions:
1. The designer or his designee shall supervise the installation of in -stream structures. [15A NCAC
02H .0506(b)(1) and (2)] Justification: Surface water quality standards require that conditions of
waters be suitable for all best uses provided for in state rule and that activities must not cause
water pollution that precludes any best use on a short-term or long-term basis. Ensuring that in -
stream structures are installed properly will ensure that conditions of waters are suitable for all
best uses provided for in state rule.
Visual monitoring of the stabilization project shall be conducted at a minimum of quarterly for
the first year or two bankfull events (whichever is longer), and then annually until the site is
stable (particularly after storm events) and vegetation is successful. Any failures of structures,
stream banks, or vegetation may require future repairs or replacement, which requires
coordination with the Winston Salem Regional Office to ensure the stability and water quality of
the stream and downstream waters. [15A NCAC 02H .0506(b)(1), (2) and/or (3)] Justification: A
project that affects waters shall not be permitted unless the existing uses, and the water quality
to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and
the state's antidegradation policy), the Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5] This
Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in
Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative
Code. Additional information regarding requirements for filing a Petition and Petition forms may be
accessed at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:

DocuSign Envelope ID: 713251 B8A-C22A-44BC-A854-B251 E5380FE9
City of Greensboro
DWR# 20201693
401 Certification
Page 3 of 3
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Sue Homewood at 336-776-9693 or [e-mail] if you
have any questions or concerns.
Sincerely,
DocuS�igfned by:
145B49E225C94EA...
Lon T. Snider
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ— WSRO
Enclosures: GC 4134
cc: Cindy Lancaster, LJB Inc (via email)
David Bailey, USACE Raleigh Regulatory Field Office (via email)
Olivia Munzer, NCWRC (via email)
DWR 401 & Buffer Permitting Unit file

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO.4134
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT NUMBER 13 (BANK STABILIZATION),
• NATIONWIDE PERMIT NUMBER 27 (AQUATIC HABITAT RESTORATION,
ESTABLISHMENT AND ENHANCEMENT ACTIVITIES), AND
• REGIONAL GENERAL PERMIT 197800080 (BULKHEADS AND RIP -RAP)
Water Quality Certification Number 4134 is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (13 and
27) of the US Army Corps of Engineers regulations and Regional General Permit 197800080.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-
217 if conducted in accordance with the conditions hereinafter set forth.
Effective date: December 1, 2017
Signed this day: December 1, 2017
By
�Z
for Linda Culpepper
Interim Director

GC4134
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Resources (DWR):
a) If any of the conditions of this Certification (listed below) cannot be met; or
b) Any permanent fill into or modification of wetlands and/or waters except for single and
independent stream stabilization or enhancement projects involving in -stream
structures that meet the following criteria:
i. Designed based on current natural channel techniques; and
ii. In -stream structures do not exceed a spacing of three structures per 100 feet of
stream length up to a total of 500 feet of streambank stabilization; or
c) Any stream relocation; or
d) Complete dewatering and drawdowns to a sediment layer related to pond/dam
maintenance or removal; or
e) Total temporary and permanent impacts to streambanks of greater than 150 feet for
bank stabilization projects when non -natural armoring techniques (e.g. rip -rap, gabion
baskets, deflection walls) are utilized; or
f) Total temporary and permanent impacts to streambanks of greater than 500 feet for
bank stabilization projects when natural techniques (e.g. sloping, vegetation, geolifts)
are used; or
g) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as:
ORW (including SAV), HQW (including PNA), SA, WS-I, WS-II, or North Carolina or
National Wild and Scenic River.
h) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as
Trout except for bank stabilization projects that qualify for a Nationwide Permit #13
provided that:
L The total impacts are less than 100 feet in length;
ii. The project is not adjacent to any other existing stabilization structures;
iii. All conditions of this General Certification can be met, including adherence to
any moratoriums as stated in Condition #10; and
iv. A Notification of Work in Trout Watersheds Form is submitted to the Division at
least 60 days prior to commencement of work; or
i) Any permanent impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands
(UWL); or
j) Any impact associated with a Notice of Violation or an enforcement action for
violation(s) of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A
NCAC 02H .1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or
State Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
k) Any impacts to subject water bodies and/or state regulated riparian buffers along
subject water bodies in the Neuse, Tar -Pamlico, or Catawba River Basins or in the
Randleman Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or
watershed with State Regulated Riparian Area Protection Rules [Buffer Rules] in effect
at the time of application) unless:
i. The activities are listed as "EXEMPT" from these rules; or
Page 2 of 10

GC4134
ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii. A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23.
Activities included in this General Certification that do not meet one of the thresholds listed
above do not require written approval.
I. ACTIVITY SPECIFIC CONDITIONS:
1. Any repairs or adjustments to the site shall be made according to the approved plans.
Repairs that result in a change from the approved plans must receive written approval from
DWR prior to commencement of the repairs. [15A NCAC 02H .0501 and .0502]
2. Written authorization for a compensatory mitigation project does not represent an
approval of credit yield for the project. [15A NCAC 02H .0500(h)]
3. For all dam removal projects meeting the definition under G.S. 143-215.25 and
requirements under G.S. 143-215.27 of a professionally supervised dam removal, the
applicant shall provide documentation that any sediment that may be released has similar
or lower level of contamination than sediment sampled from downstream of the dam in
accordance with Session Law 2017-145.
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require
an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .05021
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without
written authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or
as listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200]
Page 3 of 10

GC4134
3. In accordance with 15A NCAC 02H .0506(h) and Session Law 2017-10, compensatory
mitigation may be required for losses of greater than 300 linear feet of perennial streams
and/or greater than one (1) acre of wetlands. Impacts associated with the removal of a
dam shall not require mitigation when the removal complies with the requirements of Part
3 of Article 21 in Chapter 143 of the North Carolina General Statutes. Impacts to isolated
and other non-404 jurisdictional wetlands shall not be combined with 404 jurisdictional
wetlands for the purpose of determining when impact thresholds trigger a mitigation
requirement. For linear publicly owned and maintained transportation projects that are not
determined to be part of a larger common plan of development by the US Army Corps of
Engineers, compensatory mitigation may be required for losses of greater than 300 linear
feet per perennial stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer
Rules in Chapter 2 of Title 15A.
5. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and
erosion so that no violations of state water quality standards, statutes, or rules occur. [15A
NCAC 02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0200].
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects, the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor -owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual. Reclamation measures and implementation shall
comply with the reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act and the Mining Act of 1971.
Page 4 of 10

GC4134
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in
15A NCAC 04B .0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be
used along streambanks or within wetlands. Exceptions to this condition require
application to and written approval from DWR. [15A NCAC 02B .0201]
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCGO10000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self -monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water. Exceptions to this condition require application to and written approval from DWR.
[15A NCAC 02H .0506(b)(3) and (c)(3)]
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H
.0506(b)(2) and 15A NCAC 04B .0125]
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to
this condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Page 5 of 10

GC4134
Work within a designated trout watershed of North Carolina (as identified by the
Wilmington District of the US Army Corps of Engineers), or identified state or federal
endangered or threatened species habitat, shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles
are not altered and allow for aquatic life movement during low flows. The dimension,
pattern, and profile of the stream above and below a pipe or culvert shall not be modified
by widening the stream channel or by reducing the depth of the stream in connection with
the construction activity. The width, height, and gradient of a proposed culvert shall be such
as to pass the average historical low flow and spring flow without adversely altering flow
velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of
the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow
low flow passage of water and aquatic life.
If multiple pipes or barrels are required, they shall be designed to the mimic the existing
stream cross section as closely as possible including pipes or barrels at flood plain elevation
and/or sills where appropriate. Widening the stream channel shall be avoided.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is
not required, provided that all alternative options for flattening the slope have been
investigated and aquatic life movement/connectivity has been provided when possible (e.g.
rock ladders, cross vanes, etc.). Notification, including supporting documentation to include
a location map of the culvert, culvert profile drawings, and slope calculations, shall be
provided to DWR 60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
If other site -specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Page 6 of 10

GC4134
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip -rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be
directed across the bridge and pre-treated through site -appropriate means to the maximum
extent practicable (e.g. grassed swales, pre -formed scour holes, vegetated buffers, etc.)
before entering the stream. Exceptions to this condition require application to and written
approval from DWR. [15A NCAC 02H .0506(b)(5)]
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all
other Federal, State and Local regulations. Fertilizer application shall be accomplished in a
manner that minimizes the risk of contact between the fertilizer and surface waters. [15A
NCAC 02B .0200 and 15A NCAC 02B .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state.
[15A NCAC 02B .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization. All temporarily
impacted sites shall be restored -and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Page 7 of 10

GC4134
17. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the
approved construction activity. All rip -rap shall be placed such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip -rap or
other approved materials shall not result in de -stabilization of the stream bed or banks
upstream or downstream of the area or in a manner that precludes aquatic life passage.
[15A NCAC 02H .0506(b)(2)]
18. Any rip -rap used for stream or shoreline stabilization shall be of a size and density to
prevent movement by wave, current action, or stream flows and shall consist of clean rock
or masonry material free of debris or toxic pollutants. Rip -rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip -rap groins proposed in accordance with 15A NCAC 07H .1401(NC
Division of Coastal Management General Permit for construction of Wooden and Rip -rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall be performed in a manner to prevent, to the
maximum extent practicable, contamination of surface waters by fuels and oils. [15A NCAC
02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506 (b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25
gallons or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental
document is required under the National Environmental Policy Act (NEPA), then this
General Certification is not valid until a Categorical Exclusion, the Final Environmental
Assessment, or Final Environmental Impact Statement is published by the lead agency. [15A
NCAC 01C .0107(a)]
Page 8 of 10

GC4134
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non -
Discharge, Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law. If DWR determines that such standards or laws are not being met, including
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, then DWR may revoke or
modify a written authorization associated with this General Water Quality Certification.
[15A NCAC 02H .0507(d)]
26. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this Certification. A copy of this Certification,
including all conditions shall be available at the project site during the construction and
maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)l
27. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
website: https://edocs.deg.nc.gov/Forms/Certificate-of-Completion). [15A NCAC 02H
.0502(f)]
28. Additional site -specific conditions, including monitoring and/or modeling requirements,
may be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
29. If the property or project is sold or transferred, the new permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. An applicant for
a CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a water
quality Certification is required shall only make one payment to satisfy both agencies; the
fee shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
Page 9 of 10

GC4134
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person
to interfere with the riparian rights, littoral rights, or water use rights of any other person
and this Certification does not create any prescriptive right or any right of priority regarding
any usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it
is deemed in the public's best interested or determined that the project is likely to have a
significant adverse effect upon water quality, including state or federally listed endangered
or threatened aquatic species, or degrade the waters so that existing uses of the water or
downstream waters are precluded.
History Note: Water Quality Certification (WQC) Number 4134 issued December 1, 2017
replaces WQC March 3, 2017; WQC 3885 issued March 19, 2012; WQC Number 3689 issued
November 1, 2007; WQC Number 3626 issued March 19, 2007; WQC Number 3495 issued
December 31, 2004; and WQC Number 3399 issued March 2003.
Page 10 of 10

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