131-22 City of Wilmington

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
131-22
Issued to City of Wilmington, 212 Operations Center Drive, Wilmington, NC 28412
Authorizing development in New Hanover County ado. to the Cie Fear River along Greenville Loop Rd
btw Pine Grove Drive and Old Military Rd, in Wilmington, as requested in the permittee's application dated
6/13/22 (MP-1, MP-2, MP-3) and 6/27/22 (MP-5), incl. work plan drawings (11) Sheets 1-11 of 11, dtd 6/20/22.
This permit, issued on December 8, 2022 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
A these terms may be subject to tines, imprisonment or civil action; or may cause the permit to be nun ana voia.
Stormwater Improvements
1) This permit authorizes the improvement or replacement of all stormwater infrastructure, including the
proposed pipes, collar, and drainage ditch located in or over the water as expressly and specifically
set forth in the permit application. Any additional land disturbing activities and/or construction may
require a modification of this permit. Contact a Division of Coastal Management representative at
[phone] for this determination.
2) All pipe and culvert inverts shall be buried at least one foot below normal bed elevation to allow for
passage of water and aquatic life.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 8, 2027
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
For Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

City of Wilmington Permit No. 131-22
Page 2 of 3
ADDITIONAL CONDITIONS
3) No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh or surrounding
waters outside of the areas indicated on the workplan drawing(s).
4) No excavated or fill material shall be placed within 30 feet of the normal high-water line, except that
which will be used to backfill the areas associated with the permitted stormwater structures.
5) All excavated or fill materials shall be confined outside of regularly or irregularly flooded marsh behind
an adequate silt fence or other retaining structures to prevent spillover of solids into any marsh or
surrounding waters. The barriers shall be maintained and functional until the site is graded and
stabilized.
6) If the crossing of wetlands with mechanized construction equipment is necessary, temporary
construction mats shall be utilized for the areas to be crossed. The temporary mats shall be removed
immediately upon completion of construction.
7) All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters
and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of
petroleum products or any other hazardous waste, the permittee shall immediately report it to the National
Response Center at [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
Rip Rap Placement
8) The alignment of the rip rap shall not exceed the alignment as depicted in the attached permit application
and workplan drawings.
9) The rip rap and offshore sill material shall consist of clean rock or masonry materials such as, but not
limited to, granite, marl, or broken concrete with no exposed rebar. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action.
Upland Development — Bike/Pedestrian Pathway
10) This permit authorizes the proposed upland development as depicted in the attached permit application,
project narrative, and workplan drawings. Any new development proposed in an Area of Environmental
Concern (AEC), including but not limited to the Coastal and Estuarine Shoreline AECs and located
within the applicant's property, may require additional authorization from the Division of Coastal
Management prior to work commencing.
Easement
11) Any necessary easements or similar legal instruments shall be obtained prior to the initiation of
development.
Sedimentation and Erosion Control
12) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.

City of Wilmington
ADDITIONAL CONDITIONS
Permit No. 131-22
Page 3 of 3
13) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses or properties.
14) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes
General
15) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
16) All construction debris associated with the removal or construction of the permitted development shall
be contained within the authorized project area and disposed of in an approved upland location.
17) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including but not limited to any authorizations
required from the U.S. Army Corps of Engineers.
NOTE: This permit does not convey any rights, either in real estate or material.
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of Individual
Water Quality Certification 5240 and assigned the project DWR Project No. 20221089.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high-water level.
NOTE: An application processing fee of $400 was received by DCM for this project.

DCM Coordinator: Lt c W Permit #: 131 — Z7
MAILING DISTRIBUTION SHEET
Permittee: Llo 1W `
Agents: 1 ; 11,4
DCM Field Offices
Elizabeth City Washington (with revised work plan drawings)
Morehead City Wilmington '` (OBJECTIONS )
Vf_
US ACOE Offices:
Washington: Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Pelletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington: Greg Curry (Brunswick, New Hanover),
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources: Renee Gledhill -Earley at [e-mail]
Public Water Supply: Heidi Cox (WIRO) Clif Whitfield (WARD)
Marine Fisheries: Kim Harding Jimmy Harrison
NC DOT: David Harris
Shellfish Sanitation: Shannon Jenkins / Sharon Gupton / Andy Haines
State Property: Tim Walton / Mike Moser
DEMLR/DWR: Sheri Montalvo / Shelton Sullivan
Washington: Robert Tankard — 401
Glenn Stewart - 401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington: I:iolley Snider-401 (Pender, Brunswick, New Hanover) ,
John Perry-401 (Onslow, Carteret)
Christine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources:
Natural Heritage Program
LPO:
Maria Dunn (WARD) I
Rodney Butler
(NCDOT) Travis Wilson

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: City of Wilmington - Greenville Loop COUNTY: New Hanover
PROJECT NAME: Greenville Loop Road Multi -use Path
LOCATION OF PROJECT: Greenville Loop between Pine Grove Dr. & Old Military, adj to Hewlefts Creek, Wilmington
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 8-2-22
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: N/A
FIELD REPRESENTATIVE: Hall DISTRICT OFFICE: WILMINGTON
DISTRICT MANAGER REVIEW: RECEIVED
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $400 (60/40)#27680
APPLICATION ASSIGNED TO: Luck AUG 12 2022
PUBLIC NOTICE REC'D: 8-17-22 END OF NOTICE DATE: 9-7-22
ADJ. RIP. PROP NOTICES REC'D: _ DEED REC'D: Yes DCM-MHD CITY
C) 75 DAY DEADLINE: 10-16-22 150 DAY DEADLINE:
uni nc•
MAIL OUT DATE: 8-12-22
PERMIT FINAL ACTION: ISSUE DENY
AGENCY DATE
COMMENTS
RETURNED
DCM - Field Rep
DCM - LUP Consistency Determination
/
Local Permit Officer
I b
Corps of Engineers - Regulatory Branch
DWR-401 Section
DWR - Public Water Supply
DEMLR - Stormwater
DEMLR - Sed and Erosion
DOA - State Property Office
Wildlife Resources Commission
8
DMF - Shellfish Section
DMF - Habitat & Enhancement
DNCR - Archives & History
DNCR - Natural Heritage Program
NCDOT
STATE DUE DATE: 9-7-22
OBJECTIONS:
YES NO
X
M1
X
NOTES
Covv. r"e—> -
NC Dept of Commerce I $/ 1 I I )` I Vl0 Co
M

DCM Coordinator Cameron Luck
County:
Permit #: t ' w r
WIRO E-//MAIL
\ DISTRIBUTION SHEET 1�
Circle onL:Bio Repo Permit for. vt 1 y �t,yyltyl�'1 w h
Oversize JCLl /G(�fCiV1V1 ��� w��
DCM Offices: ¢� ' zx
Morehead City: PT (if oversize) via Courier r= 111
'cc Cam & Amanda on group email w/ bio.narr.app.drawings, deed, comment sheet
`MHC documents (Cam & Amanda)
Wilmington: Original hard -copy
---------- —
ONLY USACE & DWR (ww) Recommendations, PN, Letter w/Site Card, Fee Chart and Agent Authorization
USACE Wilmington:
use both
Div of Water Resources:
Div of Water Resources:
Marine Fisheries:
DCM PlannerlWiRO:
Cultural Resources:
Natural Heritage Prog.
DCA-Rural Eco. Dev:
nder & Carteret Cc): PN, CL, Reports, Split Sheet —
FVeg
[e-mail] (NHBR): PN, CL, Reports, Split Sheet
Currey (NH/BR: PN, CL, Reports, Split Sheet
,Holley Snider - 401 (BR/NH): PN, CL, Reports, Split Sheet
-}lgMS¢6"4 'er - 401 (PN/ON — Surf City): PN, CL, Reports, Split Sheet _
vhed Montalvo for Karen Higgins: PN, CL, Reports, Split Sheet _
,'Kim Harding _
.illiike Christenbury _
/nee Gledhill -Earley Environmental ReviewOncdenr.aov_
vRoddney Butler _
Liiark Ziegler _
NC DOT:
Wildlife Resources:
State Property Office:
Shellfish Sanitation:
\/David Harris _
v/iAaria Dunn w/Reports
"fart Walton: DEED _
e Moser _
WRnda Hilliard, Real Property Agent (Bio Reports only)
Je�r@� my Humphrey (Bio) / —
%Aaaron Gupton, Admin. _
DEMLR:
leDrlstine Hall - Stormwater Section _
v6an Sams - Land Quality Section _
Public Water Supply:
4eidiCox_
City of Wilmington:
_ f
✓Kathryn Thurstonom ate``
Enforcement:
Co. LPO
J/Fleld Rep:
✓ G . �� a�
Agent:
DISTRIBUTED:
Updated 2125122
RECEIVED
AUG 12 2022
DCM-MHD CITY
CAMA/Shaun majors docsre'Agency List

Recommendations for State Permit— Citv of Wilmineton 8/Il
The proposed multi use path within the 75' Coastal Shoreline AEC appears to be CONSISTENT with the use standards
set forth in 15A NCAC 07H .0209(a-d) for Coastal Shorelines.
It is the staffs recommendation that the proposed development is CONSISTENT with the Rules of 15A NCAC
07H.0205 (d) use standards for Coastal Wetlands which states, "Secondary priority of coastal wetland use shall be given
to those types of development activities that require water access and cannot function elsewhere... Acceptable land uses
include utility easements"
It is staffs recommendation that coastal wetland mats be used during equipment work within coastal wetlands to
minimize adverse effects to the resource.
This office has NO OBJECTION to the proposed work provided it is consistent with all other state and federal permitting
requirements and the applicant has obtained the necessary right-of-way and easement agreements.
RECEIVED
AUG 12 2022
DCM-MHD CITY

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631 E1
ROY COOPER
Govemor .
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, jR.
Director
NORTH CAROLINA
Environmental Quality
October 10, 2022
DWR #20221089
New Hanover County
City of Wilmington
Attn: Chad Eichelberger
212 Operations Center Drive
Wilmington, NC 28412
Subject: Approval of Individual 401 Water Quality Certification
Greenville Loop Road Multi -Use Path
Dear Mr. Eichelberger:
Attached hereto is a copy of Certification No. WQC005240 issued to Chad Eichelberger and the City of
Wilmington, dated October 10, 2022. 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
Water Quality 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)].
This Water Quality Certification does not relieve the permittee 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.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize
any person to interfere with the riparian rights, littoral rights, or water use rights of any other person
and does not create any prescriptive right or any right of priority regarding any usage of water. This
Water Quality 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 Water Quality Certification to possess any prescriptive or other right of priority with
respect to any other consumptive user.
Upon the presentation of proper credentials, the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.
N, ,� �..®-E��
uwmmaw..nmimo� /`�
Nonh Carolina DeparlmentofEnvimnmental Quality I Division of Water Resources
127 Cardinal Drive Ext. I Wilmington, North Carolinh 28405
910.796.7215

DocuSign Envelope ID: 810037EE-96E6499F-A294-BD6E30E631 E1 City of Wilmington
D W R# 20221089
Individual Certification #WQC005240
Page 2 of 14
Non-compliance with or violation of the conditions herein set forth may result in revocation of this
Water Quality Certification for the project and may also result in criminal and/or civil penalties.
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Wilmington 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 Wilmington 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.
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 1508 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
150E 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:/Iwww.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
A party filing a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 1506-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Holley Snider at 910-796-7303 or [e-mail] if you have any
questions or concerns.
Sincerely, DocuSignedby:
C°" _Um
E3ADA1CAC70CA34...
Morella Sanchez -King -
Regional Operations Supervisor
Electronic cc: David Moose, consultant
Greg Currey, USACE Wilmington Regulatory Field Office
Todd Bowers, EPA
DWR 401 & Buffer Permitting Branch Electronic file
�A Noah Carolina Department ofEnvimmnental Quality I Division of Water Resources
®E QJ> 512 Noah Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
o�roirmna.;...mamm,� 919.707.9000

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1
City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 3 of 14
Filename: 20221089_Greenville Loop Multi -Use Path_IWQC_NHCo._Oct.22
I. ®��North Carolina DepartmentofEnvironmental Quality l Division of Water Resources
>
512 North Salisbury Street 1 1617 Mail service Center I Raleigh, North Carolina 27699-1617
919.707.9000
uwa�mnr�+. �mm

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631 E1
City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 4 of 14
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC005240 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500
and 15A NCAC 02B .0200, to Chad Eichelberger and the City of Wilmington, who have authorization for the
impacts listed below, as described within your application received by the N.C. Division of Water
Resources (Division) on August 12, 2022, and by Public Notice issued by the Division of Coastal
Management on August 17, 2022.
The State of North Carolina certifies that this activity will comply with water quality requirements and
the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if
conducted in accordance with the application, the supporting documentation, and conditions
hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
Amount Approved
Plan Location or
(units) Permanent
(units) Temporary
Reference
404/401 Wetlands
Excavation for
0.06 acres
N/A
Project narrative
drainage
And drawings sheets
Wetland fill
0.015 acres
N/A
1 thru 11
Open Waters
Dated received
Drainage Pipe
0.01 acres
N/A
On
(52 Sq. Ft.)
June 29, 2022
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1. Moratoriums
You will comply with any moratoriums per the NC Division of Marine Fisheries and the NC
Wildlife Resources Commission. Dredging moratoriums shall be observed as required by the NC
Division of Marine Fisheries, NC Wildlife Resources, US Fish and Wildlife and National Marine
Fisheries. If such activities should take place during periods of high biological activity (e.g.
anadromous species and shorebirds), biological monitoring may be required at the request of
other state and federal agencies and coordinated with these dredging activities.
Citation: 15A NCAC 02H .O506(b), 15A NCAC 02H .05O7(c); 15A NCAC 04B .0125
Justification: In order to protect against impairment of water quality standards and best usage of
receiving and downstream waters, water quality based management practices must be
employed to protect against direct or indirect discharge of waste or other sources of water
pollution. Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture), and
North Carolina Department of Environmental Quality I Division of Water Resources
®E Q�� 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
a. ^'r 919.707.9000

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631 E1 City of Wilmington
DWRtt 20221089
Individual Certification #WQC005240
Page 5 of 14
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
2. The Permittee shall adhere specially to 15A NCAC 02B .0221 Tidal Salt Water Quality for Class SA
Waters (3)(g) pH: shall be normal for waters in the area, which generally shall range between
6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is the result of natural
conditions; (1) Turbidity: the turbidity in the receiving water shall not exceed 25 NTU; if turbidity
exceeds this level due to natural background conditions, the existing turbidity level shall not be
increased.
Citation: 15A NCAC 02B .0221
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity (including fishing, fish, and Primary Nursery Areas
(PNAs)), wildlife, and secondary contact recreation]; and that activities must not cause water
pollution that precludes any best use on a short-term or long-term basis.
3. All wetlands impacted by the placement of temporary construction equipment, materials and/or
clearing activities shall be restored to the preconstruction contours and elevations. The
impacted areas shall be revegetated with appropriate native species including woody species.
Citation: 15A NCAC 02H .0506(b)(2)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity, wildlife; secondary contact recreation; agriculture); and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
4. If this Water Quality Certification is used to access residential, commercial or industrial building
sites, then all parcels owned by the permittee that are part of the single and complete project
authorized by this Certification must be buildable without additional impacts to streams or
wetlands.
Citation: 15A NCAC 02H .0502(a);15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
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.
5. For road construction purposes, this Certification shall only be utilized from natural high ground
to natural high ground.
Citation: 15A NCAC 02H .0502(a),15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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
®� �l� North Carolina Department of Environmental Quality I Division of Waua Resources
612 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
mmm,r Na 919.707.9000

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631 E1 City of Wilmington
DWR# 20221089
Individual Certification #WQ0005240
Page 6 of 14
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.
6. Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained
jurisdictional wetlands, waters, and state regulated riparian buffers within the project
boundaries in order to assure compliance with NC Water Quality Certification Rules (15A NCAC
02H .0500), NC Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian
Buffer Rules (15A NCAC 026 .0200). These mechanisms shall be put in place at the time of
recording of the property or individual parcels, whichever is appropriate.
Citation: 15A NCAC O2H .0502(a);15A NCAC 02H .0506(b),, 15A NCAC 02H .0507(c)
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.
7. The permittee shall report to the DWR Wilmington 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.
Citation: 15A NCAC 021-1.O506(b); 15A NCAC 02H .0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing
detrimental impacts to water quality and avoiding impacts due to water pollution that precludes
any best use on a short-term or long-term basis.
8. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
Citation: 15A NCAC 02H .0506; 15A NCAC 02H .O507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
9. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in
Chapter 2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H .O506(b); 15A NCAC 02H .0507(c)
North Carolina Department of Environmental Quality I Division of Water Resources
®� :> 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000
o,mmmnu.n�umq� /'�

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1 City of Wilmington
DWR# 20221089
Individual Certification #WQ0005240
Page 7 of 14
Justification: The referenced Riparian Buffer rules were adopted to address water quality
impairments and further protect existing uses.
10. 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.
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 North
Caroline Department of Transportation 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.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS-
I, WS-II, High Quality Waters (HOW), 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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); I5A NCACO2B .0200; 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
�� North Carolina Department of Environmental Quality I Division of Water Resources
DEQ
612 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000
awaeanrm....miw,m

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E36E631 E1 City of Wilmington
D W R# 20221089
Individual Certification #WQC005240
Page 8 of 14
11. Sediment and erosion control measures shall not be installed in wetland or waters except within
the footprint of temporary or permanent impacts otherwise authorized by this Certification. If
placed within authorized impact areas, then placement of such measures shall not be conducted
in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any
silt fence installed within wetlands shall be removed from wetlands and the natural grade
restored within two (2) months of the date that DEMLR or locally delegated program has
released the specific area within the project to ensure wetland standards are maintained upon
completion of the project.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A NCAC 02B.
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
12. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands.
Citation: 15A NCAC 02H .0506(b), 15A NCAC' 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses
(including aquatic life propagation and biological integrity), and the water quality to protect
such uses, are protected. Protections are necessary to ensure any remaining surface waters or
wetlands, and any surface waters or wetlands downstream, continue to support existing uses
during and after project completion. 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.
13. If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
conditions including the erosion & sedimentation control plan, inspections and maintenance,
self -monitoring, record keeping and reporting requirements is required.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B
.0231
North Carolina Department of Environmental Quality I Division of Water Resources
K 512 Noah Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
oew�.maww....mimm� 919.707.9000

DocuSign Envelope ID: 610037EE-96E6-499F-A294-BD6E30E631E1 City of Wilmington
D W R# 20221089
Individual Certification #WQC005240
Page 9 of 14
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
14. 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 Department of
Transportation Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water.
Citation: 15A NCAC 0214.0506(b); 15A NCAC 02H .0507(c); 15A NCAC 026.0200
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. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due -to natural background conditions,
the existing turbidity level shall not be increased.
15. In -stream structures installed to mimic natural channel geomorphology such as cross -vanes,
sills, step -pool structures, etc. shall be designed and installed in such a manner that allow for
continued aquatic life movement.
Citation: 15A NCAC O2H .0505(b); 15A NCAC 02H .0507(c)
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 surface water quality standards are met and conditions of
waters are suitable for all best uses.
,00 ®� 0 _ Noah Carolina Department ofEnvimnmental Quality I Division of Water Resources
'�i6}"JrJt 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
91%7079000

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631 E1 City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 10 of 14
16. 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. If the width
of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes,
baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple
culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and
additional culverts/pipes shall be installed such that they receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the
stream bed 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 the culvert outlet is submerged within a pool or scour hole
and designed to provide for aquatic passage, then culvert burial into the streambed is not
required.
For structures less than 72" in diameter/width, and topographic constraints indicate culvert
slopes of greater than 2.5% 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, sills, baffles etc.). Notification,
including supporting documentation to include a location map of the culvert, culvert profile
drawings, and slope calculations, shall be provided to DWR 30 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 30 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.
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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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 structures are installed
North Carolina Depa"mentofEnvimnmental Quality I Division of Water Resoumes
D Q�� 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000
Rnn.n,anrl...®auamm�

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E63l E1 City of Wilmington
D W R# 20221089
Individual Certification #WQ0005240
Page 11 of 14
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
17. 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.
Citation: 15A 02H.O506(b); 15A NCAC 02H .0507(c), 15A NCAC 02B .0200; 15A NCAC O2B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses, and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
18. 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.
Citation: 15A 02H .O5O6(b); 15A NCAC 02H .0507(c); 15A NCAC O2B .0200; 15A NCAC O2B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
19. 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. All
temporarily impacted sites shall be restored and stabilized with native vegetation.
Citation: 15A NCAC 02H.05O6(b); 15A NCAC 02H .05O7(c)
Justification: A project that affects waters shall notbe permitted unless the existing uses, and the
water quality to protect such uses, are protected. Protections are necessary to ensure any
®rk W%l North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
g ^'4 919.707.9000
oiwm.a un�.wi�m

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1 City of Wilmington
DWR! 20221089
Individual Certification NWQC005240
Page 12 of 14
remaining surface waters or wetlands, and any surface waters or wetlands downstream,
continue to support existing uses after project completion.
20. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands
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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H.0507(c)
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 structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
21. 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 streambed elevation and
streambank contours are restored and maintained and shall consist of clean rock or masonry
material free of debris or toxic pollutants. 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 be installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for instate rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. 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.
22. 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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0201
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. 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.
23. All mechanized equipment operated nearsurface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
RENorth Carolina Department of Environmental Quality I Division of Water Resonmes
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
nPMno�r�.ne.ewm� /'� 919.707.9000

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1 City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 13 of 14
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.
Citation: 15A NCAC 02H .O5O6(b), 15A NCAC 02H .0507(c); 15A NCAC 02B .0200,,15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
24. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H .05O6(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0231
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and physical
characteristics are protected, • populations of wetland flora and fauna are maintained to protect
biological integrity of the wetland,• and materials or substances are not present in amounts that
may cause adverse impact on existing wetland uses.
25. In accordance with 143-215.85(b), the permittee 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.
Citation: 15ANCACO2H.0507(c); N.C.G.5143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of
discharge must immediately notify the Department, or any of its agents or employees, of the
nature, location, and time of the discharge and of the measures which are being taken or are
proposed to be taken to contain and remove the discharge. This action is required in order to
contain or divert the substances to prevent entry into the surface waters. Surface water quality
standards require that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity, • wildlife, secondary contact recreation; agriculture); and that activities must not cause
water pollution that precludes any best use on a short-term or long-term basis.
26. The permittee and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance with
North Carolina Department of Environmental Quality I Division of Water Resources
®E �2p 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
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DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631 Et City of Wilmington
D W Rt120221089
Individual Certification #WQC005240
Page 14 of 14
§303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal
Law.
Citation: 15ANCACO2H.0506(b); 15ANCACO2H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for instate rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. 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.
27. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this certification 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 Water Quality Certification. A copy of this Water Quality
Certification shall be available at the project site during the construction and maintenance of
this project.
Citation: 15A NCAC O2H .O506(b); 15A NCAC 02H.05O7(c)
Justification: Those actually performing the work should be aware of the requirements of this
401 Water Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the
date of issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c)]
This, the 10th day of October 2022
Docu3lgned br.
Cl
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E3A8A14AC7DD434...
Morelia Sanchez -King
Regional Operations Supervisor
MSK/hs
®� � 1. Noah Carolina Deparonent of Enviromnental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000
uwMemorn.n.iemimonr

MEMORANDUM
To: Cam Luck
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, —City of
Wilmington -Greenville Loop Rd., Wilmington
Date: November 28, 2022
This project is consistent and not in conflict with the Wilmington - New Hanover
County Joint Land Use Plan Update.
The applicant is proposing to install a multi -use path along Greenville Loop Road and
upgrade stormwater infrastructure resulting in the filling of wetlands. The project is
located on the south side of Greenville Loop Road between Pine Grove Drive and Old
Military Road in Wilmington, New Hanover County.
Areas of Environmental Concern (AEC's) impacted by the proposal are ES, EW, PTA
and CW. Waters at the project site are classified as SA and are not open to the harvesting
of shellfish. The area is a Primary Nursery Area.
I have reviewed this proposal for consistency with the 2006 Wilmington -New Hanover
County Joint Land Use Plan and offer the following comments.
The general area of the project is classified as Residential and Conservation.
In general, New Hanover County allows development in Conservation classified AECs,
which is consistent with the State's minimum use standards. The Wilmington -New
Hanover County Joint Land Use Plan contains some policies, which exceed the State's
minimum use standards. However, none of these standards appear to be applicable to this
proposal.
Cc: File RECEIVED
NOV 2 82022
MP SECTION
DCM MHD CITY

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
August 12, 2022
MEMORANDUM.
NORTH CAROLINA
Environmental Quality
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luckaNCDEN R.cov
SUBJECT: CAMA/D & F
Applicant: City of Wilmington
Project Location: Greenville Loop Rd. between Pin Grove Dr. & Old Military Rd., adj. to Hewlett's
Creek in Wilmington, New Hanover County
Proposed Project: The applicant proposes to install a multi -use path along Greenville Loops Rd.,
install stormwater improvements, add rip -rap resulting in the filling of 184 sq ft. of
coastal wetlands and 488 sq ft. of 404-type wetlands and the excavation of 2573
sq ft. of 404-type wetlands.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by September 7, 2022. if you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME 4�f%1/S A � , 4u Ze /
AGENCY j1
UJ UPS ( p
SIGNATURE _C" �--� / DATE
1. _
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extenslon I Wilmington, North Carolina 28405
910.796.7215

ROY COOPER
Governor
ELIZABETH S. BISER
SC Tetoty
BRAXTON DAVIS
Director
NORTH CAROLINA
Environmental Quality
August 12, 2022
�, 2z.Ot3.rZ.I
MEMORANDUM.'
FROM:
Cameron Luck, Assistant Major Permits Coordinator
NCDEQ : Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron luck(caNCDENR.00v
SUBJECT:
CAMA /D & F
Applicant: City of Wilmington
Project Location: Greenville Loop Rd. between Pin Grove Dr. & Old Military Rd., adj. to Hewlett's
Creek in Wilmington, New Hanover County
Proposed Project: The applicant proposes to install a multi -use path along Greenville Loops Rd.,
install stormwater improvements, add rip -rap resulting in the filling of 184 sq ft. of
coastal wetlands and 488 sq ft. of 404-type wetlands and the excavation of 2573
sq ft. of 404-type wetlands.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by September 7, 2022. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached'
yThis agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Mrrlr_T06knn
AGENCY 1A (, , 9—C
SIGNATURE DATE
North Carolina Department of Environmental Quality I Division of Coastal Management
9)WEQM�s Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
t�.nf x+ 910.796.7215

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
August 12, 2022
MEMORANDUM
NORTH CAROLINA
Environmental Quality
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
Cameron.luck(a_)NC DEN R.gov
SUBJECT: CAMA /D & F
.Applicant: City of Wilmington
Project Location: Greenville Loop Rd. between Pin Grove Dr. & Old Military Rd., adj. to Hewlett's
Creek in Wilmington, New Hanover County
Proposed Project: The applicant proposes to install a multi -use path along Greenville Loops Rd.,
install stormwater improvements, add rip -rap resulting in the filling of 184 sq ft. of
coastal wetlands and 488 sq ft. of 404-type wetlands and the excavation of 2573
sq ft. of 404-type wetlands.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by September 7, 2022. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
X This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Kimberlee Harding
AGENCY NCDMF
SIGNATURE
DATE 09/15/22
North Carolina Department or Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
:KSUV AM

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
August 12, 2022
MEMORANDUM
NORTH CAROLINA
Environmental Quality
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luck a(,NCDENR.00v
SUBJECT: CAMA /D & F
Applicant: City of Wilmington
Project Location: Greenville Loop Rd. between Pin Grove Dr. & Old Military Rd., adj. to Hewlett's
Creek in Wilmington, New Hanover County
Proposed Project: The applicant proposes to install a multi -use path along Greenville Loops Rd.,
install stormwater improvements, add rip -rap resulting in the filling of 184 sq ft. of
coastal wetlands and 488 sq ft. of 404-type wetlands and the excavation of 2573
sq ft. of 404-type wetlands.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by September 7, 2022. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
_X This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Shannon Jenkins
AGENCY NC DMF - Shellfish Sanitation/Recreational Water Quality
SIGNATURE /�¢�ri 8aa�+Lesa.L for Shannon Jenkins DATE
08/12/2022
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

ROY COOPER
Governor
ELIZABETH S. BISER
secretary
BRAXTON DAVIS
Director
August 12, 2022
MEMORANDUM
NORTH CAROLINA
Environmental Quality
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
Cameron IuckANCDENR.gov
SUBJECT: CAMA ID & F
Applicant: City of Wilmington
Project Location: Greenville Loop Rd. between Pin Grove Dr. & Old Military Rd., ad). to Hewlett's
Creek in Wilmington, New Hanover County
Proposed Project: The applicant proposes to install a multi -use path along Greenville Loops Rd.,
install stormwater improvements, add rip -rap resulting in the filling of 184 sq ft. of
coastal wetlands and 488 sq ft. of 404-type wetlands and the excavation of 2573
sq ft. of 404-type wetlands.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by September 7, 2022. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
AJC b9'0f. P� 67M/YleYu
pvlfA r G,
n_ ®�� ��v
t �j k✓ DATE
North Carolina Department of Environmental Quality I Division of coastal Management
Wilmington Orrice 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.7%,n]5

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
DWaor
August 12, 2022
MEMORANDUM
NORTH CAROLINA
Envlronmental Quolity
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luck(cDNCDENR.gov
SUBJECT: CAMA /D & F
Applicant: City of Wilmington
Project Location: Greenville Loop Rd. between Pin Grove Dr. & Old Military Rd., adj. to Hewlett's
Creek in Wilmington, New.HanoverCounty
Proposed Project: The applicant proposes to install a multi -use path along Greenville Loops Rd.,
install stormwater improvements, add rip -rap resulting in the filling of 184 sq ft. of
coastal wetlands and 488 sq It. of 404-type wetlands and the excavation of 2573
sq ft. of 404-type wetlands.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by September 7, 2022. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
X This agency has no Comment on the proposed project
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME Wanda Hilliard
AGENCY State Property Office
SIGNATURE %l 4,^Au M- A L tl tad DATE August 25, 2022
�w�
D
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Offlce 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: City of Wilmington c/o SEPI, Inc.
2. LOCATION OF PROJECT SITE: Greenville Loop Road between Pine Grove Drive and Old Military Road,
adjacent to Hewletts Creek, in New Hanover County.
Latitude: 34°11'51.31"N Longitude:77°51'46.03"W
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit-6n122
Was Applicant Present — Yes (agent)
5. PROCESSING PROCEDURE: Application Received — 6/13/2022
Complete Date — 8/M022
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — City of Wilmington/New Hanover Co.
Land Classification From LUP — Conservation (open water) and Residential (upland)
(B) AEC(s) Involved: ES, CW, PTA, EW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Municipal
Planned — N/A
(F) Type of Structures: Existing — City roadway, stormwater infrastructure
Planned — Install multi -use path, shoreline stabilization, upgrade stormwater pipe
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA[
DRY FILLER OTHER
(A) Vegetated Wetlands (Coastal)
184 sq. ft.
(B) Vegetated Wetlands (Section 404)
2573 sq. ft.
488 sq. ft.
C Non -Vegetated Wetlands (Open water
52 sq. ft.
(D) Other (highground)
522,720 sq.
ft. (disturbed)
(D) Total Area Disturbed: 525, 881 (-12 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to install multi -use path along Greenville Loop Road, install
stormwater improvements, and add rip rap resulting in the filling of 184 sq. ft. of coastal wetlands and 488 sq. ft.
of 404-type wetlands and the excavation of 2573 sq. ft. of 404-type wetlands.
RECEIVED
AUG 12 2022
DCM-MHD CITY

City of Wilmington, Page 2
9. PROJECT DESCRIPTION:
The project site is located on the south side of Greenville Loop Road, between Pine Grove Drive and Old Military
Road in New Hanover County except fora section between Bradley Creek Elementary School and the intersection at
Old Military Road which will be located on the north side of the road. The proposed project site is a linear distance of
1.68 miles and would occur within the existing Greenville Loop Road right-of-way and proposed easements.
Most of the project site is outside of the 75' CAMA Area of Environmental Concern (AEC). The portion of the project
site that falls within the AEC is split between two locations, one located adjacent to 5510 Greenville Loop Road and
the second between 5836 and 5842 Greenville Loop Road. Man-made structures along the project site include
residential driveways, pavement associated with city roadway, sidewalk, and stormwater infrastructure. Upland
vegetation consists of lawn grasses and mixed hardwoods. Coastal wetland species are present within a portion of the
project site adjacent to 5510 Greenville Loop Road and species include Smooth Cordgrass (Spartina Alterni,/lora),
Black Needle Rush (Juncus roemarianus), Salt grass (Distichlis spicata), and Sea Lavender (Limonium caroliniami).
The Wilmington -New Hanover County Land Use Plan classifies the area as Conservation. The waters in this location
ARE classified as SA by the Division of Water Quality. The area IS designated as a Primary Nursery Area (PNA) by
the Division of Marine Fisheries and is CLOSED to the taking of shellfish.
10. PROPOSED PROJECT:
The applicant proposes to install multi -use path along Greenville Loop Road, install stormwater improvements,
and add rip rap resulting in the filling of 184 sq, ft. of coastal wetlands and 488 sq. ft. of 404-type wetlands and
the excavation of 2573 sq. ft. of 404-type wetlands.
The applicant is seeking to construct an eight (8) to ten (10) foot -wide asphalt multi -use path along Greenville
Loop Road between Pine Grove Drive and Old Military Road for a total linear distance of 1.68 miles which RECER
would result in the total disturbance of approximately 12 acres, and would connect to the continuation of the
Greenville Loop Road Trail.
AUG 12
The construction of the proposed 1.68-mile trail would result in the disturbance of approximately 12 acres,
however only approximately 520' linear feet of the proposed 8'-10' wide path falls within the 75 ft. Estuary; 'l- A H D
Shoreline AEC. The portion of the proposed path within the AEC would result in 5,200 sq, ft. of new impervious
surface for a total of approximately 0.5% impervious coverage within the AEC and approximately 12.8% of new
impervious surface for the entire project.
The applicant also proposes to improve the existing stormwater features along the proposed path. The applicant
proposes to install 118 LF of 15" reinforced concrete pipe which would run underneath Sand Fiddler Pointe Rd.
/I p 16 LF of the proposed pipe would be placed within the AEC and require 20 sq. ft. of high ground excavation
1. within the AEC to lay the pipe and then the pipe would be buried using the excavated material. The proposed pipe
would lead to a drainage ditch, which would require 25 sq. ft. of high ground excavation within the AEC. The
drainage ditch would lead to a proposed rip rap embankment to slow the velocity of the runoff before it reaches
coastal wetlands. The creation of the rip rap embankment would result in the filling of approximately 100 sq. ft.
of coastal wetlands (See Sheet 2 of 11).
Adjacent to 5510 Greenville Loop Rd., the design includes the filling of approximately 84 sq. ft. of coastal
wetlands immediately south of the existing Greenville Loop Rd bridge along the proposed multi -use path. Across
a� the street from 5510 Greenville Loop Rd., outside of the AEC, the design also includes the filling of
approximately 206 sq. ft. of 404-type wetlands and excavate approximately 624 sq. ft. of 404-type wetlands (See
Sheet 4 of 11).
II
East of 5510 Greenville Loop Rd., also outside the AEC, the applicant proposes to excavate approximately 1949
sq. ft. of 404 type wetlands to a depth of 1' below grade outside of the AEC to improve a stormwatcr feature. The
applicant is also proposing to create a stormwater ditch and improve two existing pipes in the area (See Sheet 6 of
11).
The applicant also proposes to improve an existing stormwater pipe adjacent to 2501 Royal Palm Ln and fill an
additional approximately 282 sq. ft. of 404-type wetlands which would allow for the upgrade of the existing pipe
and a rip rap pad (See Sheet 8 of 11).

City of Wilmington, Page 3
A tidal stream between 5836 and 5842 Greenville Loop Rd that connects to Hewletts Creek with 60" pipe that
runs underneath Greenville Loop Rd. The applicant proposes to extend the 60" pipe and add a collar to stabilize
the pipe which would result in approximately 52 sq. ft. of fill below NHW. The applicant also states that an area
of approximately 50 sq. ft. would need to be excavated to a depth of -P NLW allow for the placement of the pipe
extension and collar. The excavation would create approximately 19 cubic yards of material which would be
redistributed the high ground portion of the project, outside the AEC and stabilized by silt fencing. The applicant
proposes the placement of rip rap on the eastern and western sides of the stream measuring approximately 24' in
length and 12' in length, respectively. On the western side of the stream, the applicant is proposing to install an
18" pipe to allow for stormwater to reach the stream. On the eastern side of the stream the applicant is proposing a
15" pipe which leads to a cut ditch that would allow for stormwater to reach the stream. The creation of the ditch
and the pipe placement would require 346 sq. ft. of excavation within the AEC (See Sheet 10 of 11).
The applicant states they submitted a plan to the Division of Water Resources on 9/30/21 and received approval
of the sedimentation and erosion control plan with the Division of Land Resources on 5/16/22.
The applicant attempted to notify 5842 Greenville Loop Rd, but was unsuccessful. The current house at the
property recently caught fire and is uninhabitable. The applicant then attempted to contact the adjacent property
owner via email as well as contact the adjacent property owner's daughter via email, which was unsuccessful.
Final notification was attempted to PO Box 1535 in Lorton, VA 22199 with USPS tracking number 7011 2000
0002 2817 2687.
11. ANTICIPATED IMPACTS:
The 8'-10' wide multi -use path and associated improvements would disturb approximately 12 acres of high
ground within existing and proposed city right-of-way and easements. The multi -use path would create
approximately 89,590 sq. ft. of new impervious surface, most of which is outside the AEC. Approximately 5,200
sq. ft. of new impervious surface would be located on the high ground within the AEC for a total of 0.5% of
impervious surfaces within the AEC and a total of 12.8% impervious surfaces for the entire tract.
The proposed project would result in the filling of approximately 184 sq. ft. of coastal wetlands, the filling of
approximately 488 sq. ft. of 404-type wetlands, and the excavation of approximately 2,573 sq. ft. of 404-type
wetlands.
The proposed project would require the mowing of coastal and 404-type wetlands in some areas for construction
access; however those impacts would be temporary.
Submitted by: Bryan Hall Date: 8/11/2022 Office: Wilmington
RECEIVED
AUG 12 2022
DCM-14AHD CITY

SE
P I WWW.SEPIINC.COM
June 13,2022
To: NCDEQ—DCM Wilmington Office
Bryan Hall
127 Cardinal Drive Extension
Wilmington, NC 29405
Re: Greenville Loop Rd. Trail, Section 2, City of Wilmington, New I lanover County, NC
Introduction
This project consists of the installation of a bicycle and pedestrian path along Greenville Loop Road (non -system) from
approximately 340 feet from Pine Grove Drive to the Old Military Road intersection for a length of approximately 1.70
miles. Except for the section of path located between Bradley Creek Elementary School and the intersection at Old
Military Road, the path is located on the south side of Greenville Loop Road.
F.xistine Conditions
Improvements associated with this project are either within the right of way for Greenville Loop Road or will he within
additional easements that the City of Wilmington is planning to acquire. A delineation and evaluation of jurisdictional
features within the study area was conducted by SEPI on May 23-24, 2021. The evaluation identified 7 potential
wetland areas and 3 potential waters of the US. USACE verified these wetlands on October 5, 2021. NCDEQ - D W R
concurred with the stream calls on February 2, 2022. All three streams were perennial streams. A NCDEQ-DCM field
meeting was conducted on June 7, 2022 and normal high water lines and 75' AEC lines were established for the area of
the project that crosses Hewletts Creek.
Proposed improvements
Approximately 1.70 miles of multi -use path is proposed along Greenville Loop Road. The path will be 8-10 feet wide
and include an asphalt walking surface. In addition to the multi -use path, drainage improvements are proposed (see
attached plans) and ut0ity relocations are anticipated. Shoreline stabilization will be added in certain areas to maintain
slopes.
We appreciate the opportunity to work with you. Please do not hesitate to contact me if you have any questions
regarding this request. Thank you.
David Moose, PWS
Project Manager/ Environmental Specialist RECEIVED
SEPI, Inc.
919-223-0905 RECEIVED SUN 1 3 202'
AUG 12 2022 DCM WILMINGTOW NC
DCM-MHD CITY 0

S=?I
Attachments
• NIP Form
• MP2 Form
• MP3 Form
• MPS Form
• Impact Maps
• Red Line Plans
• Erosion Control Plan
• Pipe Inventory Sheets
• ROW and Easement Acquisitions
• Siened PJD
• Agent Authorization
• Email Correspondence fromNCDEO-DWR
RECEIVED
JUN 13 2322
DCM WILM INGTON NC
z
RECEIVED
AUG 12 2022
DCM-MHD CITY

Wdminglm
Project Vicinity
r
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Mat Banh
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Figure 1:
Project Vicinity
Greenville Loop Rd.
Wilmington, NC
New Hanover North Carolina
September 2021
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�0 500 1,000 1,500 Greenville Loop Rd. Section 2 I
Feet New Hanover County E
Wilmington, NC

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Potential Wetlands / CAMA
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0 100 200 300 Greenville Loop Rd. Section 2 I
Feet New Hanover County E
Wilmington, NC

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New Hanover County
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Legend
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S E P

GCN NFt
APPLICATION for
Miler Development Permit
(last ravlsed 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
City Of Wilmington
Project Name (if applicable)
Greenville Loop Rd Muti-use Path
Applicant 1: First Name
Chad
MI
Last Name
Eichelberger
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an addRlonal page(s) with names listed.
Mailing Address
212 Operations Center Drive
PO Box
City
Wilmington
State
NC
ZIP
28412
Country
Phone No.
910.765-0619 ext.
FAX No.
- -
Street Address (ddlrferent from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Sepi, Inc
Agent/ Contractor 1: First Name
David
MI
E
Last Name
Moose
Agent/ Contractor 2: First Name
Jason
MI
L
Last Name
Hall
Mailing Address
7207 Rabbit Hollow Or
PO Box
City
WImington
State
NC
ZIP
28411
Phone No. 1
919. 223. 0905 ext.
Phone No. 2
919.868-6044 ext.
FAX No.
Contractor 0
Street Address (d different from above)
City
state
ZIP
Email
<Form continues on back>
RECEIVED
,AUG 12 2022
1JECFIVFD
JUN 13 t022
262-808-2806 :: 1-888-4ncoAs r :: www.r[��s[����t�r�n glit;{�yyILMIN4�Tt�Pd. Nil'

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
Stale Rd. k
New Hanover
Greenville Loop Rd
Subdivision Name
City
State
Zip
Wilmington
NC
-
Phone No.
Lot No.(s) (d many, attach additional page with list)
ext.
,
a. In which NC river basin Is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Hewletts Creek
C. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Hewletts Creek
e. Is proposed work within city limits or planning Judsdlctlon?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ONO -
work falls within.
City of Wilmington
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
+/. 1043
+/- 668,065 sgft
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water Ismail
(Ii many lot sizes, please attach additional page with a list)
16.12. 5.06 Ft ®NHW or ❑NWL
e. Vegetation on tract
Residential Landscaping and grasses, Forested areas, CAMA wetlands consisting of typha and black needle rush
I. Man-made features and uses now on tract
Greenville Loop Rd and its right of way. This contains roads, utilities, a bridge over hewletts creek, residential and business
properties and sidewalk in certain areas.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential and business properties
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Right of way
(Attach zoning compliance cemificate, if applicable) RE
❑Yes ONO NNA
J. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ONO
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom? D C M _
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ONO NNA
National Register listed or eligible properly?
<Form continues on next page>
:EIVED
12 2022
PAD CITY
RECEIVF,I)
JUN 13 2022
ON, NC
252.806.2808 .. t-ff86-4RCOAST .. www. nccoastalmanagernent. net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(i) Are there coastal wetlands on the site? ®Yes ❑No
(i) If yes to either () or III) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal
o. Describe existing drinking water supply source.
County water is supplied by utilities from off site
p. Describe existing storm water management or treatment systems.
Municipal.
5. Acdvities and Impacts
a.
Will the project be for commercial, public, or private use?
❑Commerclal ®Publlo/Govemmenl
❑PrivatelCommunity
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
A public mulit-use path will allow access for the public along Greenville Loop Rd.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Usual normal construction and excavation equipment will be used
d.
List all development activities you propose.
Installation of MultWse path along Greenville Loop Rd. and changes to stromwater drainges and culverts
e.
Are the proposed activities maintenance of an existing project, new work, or boas?
New work
I.
What is the approximate total disturbed land area resulting bum the proposed project?
+1-12 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public aecessway or other area
®Yes ❑ No DNA
that the public has established use o%
h.
Describe location and type of existing and proposed discharges to waters of the state.
R EC
See attached plans
AUG 1
I.
Nil wastewater or stormwater be discharged Into a wetland?
®Yes ❑No DNA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ®No DNA
J.
Is there any mitigation proposed?
[]Yes ®No DNA
If yes, attach a mitigation proposal.
_
:IVED
2 2022
D CITY
<Form continues on back> JUN 13 Z01.2
IN,(
252-808-2808 .. 1-B88-0.61COAST .. www.nccoastalrnanagement.uet

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Penult
6. Additional Information
In addition to this completed application form, (MP-1) the followbg items below, rf applicable, must be submitted in order forthe application
package to be complete. items (a) — (0 are always applicable to any msVo developmenf application. Please consult the application
Instruction booklet on how loproperly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan New and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complele? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacerd waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See Attached Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A Nat of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dales.
NA
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, If necessary.
J. A signed AEC In notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project Involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
17. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
mondonng of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date6/13/22 Print Name Day Moose RECEIVED
Signature C - A
AUG 12 2022
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts DC NI-,Vi H D CITY
®DCM MP-3 Upland DevelopmentZ�=;(;F=I\1F:Sf.)
❑DCM MP-4 Structures Information
JUN 1 3 2011
DC'M 01-M'NGTON W;
252.808.2808 :: 1.888-4RCOAST :: www.nccoastatmanagement.net

9
Property Address
Owner
Mailing Address
5401 Greenville Loop Rd
New Hanover County
230 Government Center Dr, Suite 190 Wilmington, NC 28403
5405 Greenville Loop Rd
New Hanover County water/sewer authority
320 Chestnut St. Wilmington, NC 28401
601 Sandfiddler Pointe Rd
Sandfiddler Pointe HOA
613 SandFiddler Pt Wilmington, NC 28403
5836 Greenville Loop Rd
Jeffery Scott
105 Windlass Dr Wilmington, NC 284D9
5842 Greenville Loop Rd
Tressie Massengill
PO Box 12925 Wilmington, NC 28405
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Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given In feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
See Attached
Plans
Width
Avg. Existing
Depth
PIP`
NA
Final Project
Depth
NA
NA
1. EXCAVATION
a. Amount of material to be excavated from below NHW or Nv4L in
cubic yards.
NA
C. () Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (VA-)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV _ ❑SS
®WL 2573 soft out side AEC ❑None
(ii) Describe the purpose of the excavation in these areas:
Excavation vdl be for placement of pipes and grading. 391 sgft of
non -wetland excavation will be inside the AEC.
❑This section not applicable
b. Type of material to be excavated.
Sand
d. High -ground excavation in cubic yards.
3000 cubic yards for the enlite project area
RECEIVED
AUG 12 2022
DCM4vxIHD CITY
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
Disposal area will be determined by the contractor
c. (I) Do you claim title to disposal area?
Elves ❑No ®NA
(it) If no, attach a letter granting permisslon from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom leg),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑Cw ❑SAV _ ❑SB _
❑WL ®None
(ii) Describe the purpose or disposal in these areas:
Roughly 1500 cubic yards of waste is expected
b. Dimensions of disposal area.
NA
it. (I) Wit a disposal area be available for future maintenance?
❑Yes [)No ®NA
(ii) If yes, where?
If. (I) Does the disposal include any area in the water?
❑Yea []No ®NA
(ill If yes, how much water area is affected?
jim 1 3 I0?/-
252-808.2808 :: 1.888.ORCOAST :: wvvw.nocoastalmangmement.not revised: 12/26/06

Form DCM MP-2 (Excavation and rill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use Ai — Structures)
a. Type of shoreline stabilization: b. Lenglh: 1. 25' : 2. 14'.
❑Bulkhead RRiprap ❑BreakwaterlSlll ❑Other:
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Class 1 ripmp
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Q Riprap Q
Breakwater/Sill Q Other Q
1. Source of RI malarial.
NA
Width: 1. 10' with an additional 10'x10' up slope 2.10
d. Maximum distance waterward of NHW or NWL: 0
L 0) Has there been shoreline erosion during preceding 12
months?
[]Yes []NO RNA
(ii) If yes. state amount of erosion and source of erosion amount
Information.
h. Type of fill malarial.
NA
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ❑Yes RNo ❑NA b. 0) Will fill material be placed In coastal wellands/marsh (CW).
If yes,
(il) Amount of material to be placed in the water
(III) Dimensions of fill area
(Iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
All materials will be placed in upland areas and contained by using
sillfences.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(IQ If yes, explain what type and how they will be implemented.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW loosoftin AEC ❑SAV _ ❑SB
RVVL 488 soft outside AEC ❑None FEE C -D
(II) Describe the purpose of the fill in Ihese areas:
Grading Ell(; 12 ZGZZ
DCM4AHD CITY
b. Whet type of construction equipment will be used (e.g.. dragllne,
backMe, or hydraulic dredge)?
Normal construction equipment
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes RNo ❑NA
(it) It yes, explain steps that vnll be taken to avoid or minimize
environmental Impacts.
If any wetlands need to be crossed wetland, mats Will be placed
prior to crossing Into wetlands and removed after.
6/13/2022
Dale
Greenville Loop Rd Mufti -Use Path
Project Name
City of Wilmington
JUN 13 NZ?
WIJAING'(pid Iv(:
252.808.2808 n 1-888.4RCOA3T :: www.necoastalmonaeament.nK revlsoda 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
Applicant Name
Applicant Signature
RECEIVED
AUG 12 2022
DCM-MHD CITY
JUN 1. 3 2022
f)C%4 WILMINGT"ON. NC
252-808-2808:: 1-888-4RCOAST :;! ngmxstalma-agem�nt_not revised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
to.
Number of lots or parcels.
proposed.
Inside Right of way or easments see atttached ROW
One multi -use path and pipes (See attached pipe inventory
Summary
table)
c. Density (give the number of residential units and the units per
d.
Size of area to be graded, filled, or disturbed including roads.
acre).
ditches, etc.
NA
+/- 12 acres 3000 cubic yards of earth movement and
89.590 sgft of new impervious surface and pipes li
installation (See attached pipe inventory)
e. If the proposed project will disturb more than one acre of land, the
I.
List the materials (such as mad, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-msturblng
asphalt, pipes, riprap
activity begins.
(I) If applicable, has a sedimenlaton and erosion control plan been
submitted to the Division of Land Resources?
®Yes LINO ❑NA
(it) If yes, list the date submitted: Approved May 16, 2022
g. Give the percentage of the tract within the coastal shoreline AEC to
h.
Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as
require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways
(I) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
0.5%
❑Yes ONO ❑NA
L Give the Percentage of the entire tract to be covered by impervious
(11) 0 yes. list the date submitted: RECEIVED
and/or buik-upon surfaces, such as pavement, building, rooftops.
a to be used for vehicular dnveways or parking.
12.8%
AUG 12 2022
j. Describe proposed method of sewage disposal.
k.
Have the facilities described In Item (ireceived state or Iqc@ ? !-ID CITY
��-�•:•
NA
approval? U
[--]Yes ONO RNA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the
m.
Does the proposed project Include an innovative stormwaler
state (e.g., surface mnof(, sanitary wastewater, industriall
design?
commercial effluent. 'wash down" and residential discharges).
❑Yes ®No ❑NA
Stormwater Discharge
If yes, attach appropriate documentation.
JUN L M.)
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Furm r)CM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public system
o. When was the lot(s) platted and recorded?
NA
6/13/2022
Dste
Greenville Loop Rd Multi -Use Path
Project Name
City of Wilmington
Applicant Name
Applicant Signature
n. () Will water be Impounded? ❑Yes ❑No ®NA
(II) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes ❑No ®NA
RECE-wED
AUG 12 202Z
DCM-MHD CITY
III"" L ;i 2091,
UCill Wlj_
252.808&2808:: 1•t188.4RCOAS7:: www.nccoastalmanaaement.net revised: 12/26/06

Form OCM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1, BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
[]Commercial ❑PublidGovemment ❑Private/Community
c. Type of bridge (construction material): d. Water depth at the proposed crossing at NLW or NWL:
e. (Q Will proposed bridge replace an existing bridge? ❑Vas ❑No f. (1) Will proposed bridge replace an existing culvert? []Yes []No
If yes, If yes.
(ip Length of existing bridge: (III Length of existing culvert:
(!it) Width of existing bridge: (iii) Width of existing culvert: —
(iv) Navigation clearance underneath existing bridge: (lv) Height of the top of the existing culvert above the NNW or
(v) WII all, or a part of, the existing bridge be removed? NWL: —
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
g Length of proposed bridge. h_ Width of proposed bridge:
I. WII the proposed bridge affect existing water flow? ❑Yes ❑No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
k. Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? []Yes ❑No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:— RECEIVED
waters? []Yes ❑No
If yes, explain:
AUG 12 2022
DCNI-MI-iD CITY
2. CULVERTS []This section not applicable
a. Number of culverts proposed: 4 inside AEC b. Water body in which the culvert Is to be placed:
UT to Hewletts Creek ne( F1V@D
< Form continues on back> JUN 2 9 2022
ncM WILMINGSON, NC
252.808-2808 :: 1.888.411 T :: www.necoastalmanis ement-not revived: 10126106

Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction material):
Corrugated metal pipe, Concrete Pipe
d. (1) Will proposed culvert replace an existing bridge?
❑Yes ONO
If yes,
(it) Length of existing bridge:
(Ili) Width of existing bridge:
IN) Navigation clearance underneath existing bridge: _
(v) Wit all, or a part of, the existing bridge be removed?
(Explain)
a. (1) Will proposed culvert replace an existing culvert?
®Yes ®No
If yes,
(it) Length of existing culvert(s): 60 feet
(iii) Width of existing culvert(s): 60 inches
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain) No, culvert is to be extended 6.5, Maintaince
work will be done on the 69 of the pipe and spin
casting is to be completed after extention has been
installed. See arched documentation for the
maintaince to the pipe
HL—GEIVED
f. Length of proposed culvert: 60" CMP - 6.5 feet extenttion and 9. Width of proposed culvert: 60". 18". 15"
60' of soincasting in existing oioe: 15" RCP-19 feet: A U G 12 ZOZZ
2f18"RCP)-totaling 60 ft inside AEC
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below exlsting bottoEdil tgur. - . D CITY
18" 2.31': 18" 1.41: '60" 1.81'; 15" 5.54' 60" 1.22 bottom contour feet is 2.185'
j. Wit the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? []Yes ONO
If yes, explain:
k. Will the proposed culvert affect existing water flow?
®Yes ONO
If yes, explain: Spin casting in the W' pioe will require
the pipe to be cleaned and dry. Measures for
dewatering are included in the attached documentation.
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ONO
If yes,
(ii) Avg. length of area to be excavated: 9.7 ft
(III) Avg. width of area to be excavated: 5.36 ft
(iv) Avg. depth of area to be excavated: 12
(v) Amount of material to be excavated in cubic yards: 199
b. (I) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlandslmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
OCW L22 ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
To extend existing 60" CMP and add collar. 52 sgft of
Stream impacts. Three additional pipes 2 pipes at 18"
and one 15" pipe will be placed in the AEC for
stormwater drainage. These three pipes will be in the
upland area of the AEC 195 sqft of excavation in
upland for pipe removal. 37 sgft of upland excavation
for a ditch.. RECEIVED
—e;t11 w(�na�N, Nc
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Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
c. () Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
III) Avg. length of area to be excavated: 60'
(ii) Avg. width of area to be excavated: 18"
(iv) Avg. depth of area to be excavated: 2'
(v) Amount of material to be excavated in cubic yards: 232cy
d. If the placement of the bridge or culvert Involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Excavated soil will be reused to cover pipes and excess waste will be disclosed of by the
contractor. The contractor will be responsible for the disposal site.
(ii) Dimensions of the spoil disposal area: NA
(iii) Do you claim title to the disposal area? ❑Yes ®No (If no, attach a letter granting permission from the owner.)
IN) Will the disposal area be available for future maintenance? ❑Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WII or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area Include any area below the NHW or NWL? ? ❑Yes ONO
If yes, give dimensions if different from (ii) above. NA
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ®Yes ❑No
If yes,
(II) Avg. length of area to be filled: 9_7
(III) Avg. width of area to be filled: 5.36
IN) Purpose of fill: To extend existing 60" CMP and add
collar.
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated materiel described in Item d above) to
be placed on high -ground? ®Yes ❑No
If yes,
(i) Avg. length of area to be filled: 1. 25' : 2. 14'
(iii) Avg. width of area to be filled: 1. 19 with an additional
10'x10' : 2. 19
(lv) Purpose of fill: Riprap for shorel0,stabilization see
MP 3 form
4. GENERAL
(i) WIII the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in hem d above) to
be placed within coastal wellandslmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SS), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB _
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
RECEIVED
AUG 12 2022
DCM-MHD CITY
RECEIVED
JUN 2 9 2022
DCM WILMINGTON. NC
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yss ONO detour structures? ®Yes ❑No
252-808-2808 r: 1-888-4RCOAST :: vuww.nccoastalmanagement.net revised: 10126106

VOM DCM MP-5 (Bridges and Culverts, Page 4 of A)
If yes, explain: utility poles
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
If yes, explain: Please see attached Special Provisions
documentation
e Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or nil material be kept on site and erosion
[JYes ®No controlled?
IF yes. complete Form DCM4fP-2. Excavated material will be placed on uplands and
contained by silt fences.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Normal Construction equipment
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes []NO
N yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
6/27/2022
Date
Greenville Loop Rd Mufti -Use Path
Project Name
City of Wilmington
Applicant Name �A
Applicant Signature
f. Will wetlands be crossed in transporting equipment to project site?
C]Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
RECEIVED
AUG 12 ZOZZ
F��CE1Vit-p
VCM NW M\NGToN' NC
252-888-2868 :: i-8aednr;pAST :: w .neeoaatahrus" igoottillat revised: 10126/06

Contact Name' David E Moose
Contact Email Address' [e-mail]
Project Owner' City of Wilmington
Project Name* Greenville Loop Rd.
Project County"` New Hanover
Owner Address: ` Street Andress
212 Operations Center Drive
Address Line 2
City
Wilmington
Poste) / Zip Code
28412
Is this a transportation project?* Yes - No
Typals) of approval sought from the DWR:
401 Water Quality Certification - 401 Water Quality Certification -
Regular Express
Individual Permit Modification
Shoreline Stabilization
Does this project have an existing project IDe? e
Yes No
Slate I ProNnce / Region
NC
Country
United States
Do you know the name of the staff member you would like to request a meeting with?
RECEIVED
Please give a brief project description below and Include location Information."
Project area is a corridor approximately 110 feet wide and 2.08 AUG1 2 2022
miles long on Greenville Loop
Road, from the intersection on Greenville Loop Road and Pine Grove
Drive to the intersection of D C n,' , a'. FI D CITY
Greenville Loop Rd and Old Military Road following the center line of
the road. Three potential perennial streams were Identified in the field.
PJD request was submitted to USACE on 9/30/2021
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401
Certification Rule. �-�(; L t V L i J
• I understand by signing this form that I cannot submit my application until 30 calendar days after this preUng
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request. ii!IJ i ; 7p7'r
%i,A vvll.,MlNGV0N. NC

Your project's thirty -day dock started upon receipt of this application. You will receive notification regarding meeting
location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you
can submit an application.
Signature"
�6Xe��iillYklo
Submittal Date 9/30/2021
RECEIVED
AUG 12 2022
DC%1-;,7XD CITY
4ECEIVED
IUN 13 20'7
DCM WILMINGTON, NC

ROY COOPER
Dov or
ELIZABETH S. BISER
secretory
BRAXTON DAVIS
Director
SEPI, Inc. c/o David Moose
7207 Rabbit Hollow Dr.
Wilmington, NC 29411
Dear Mr. Moose,
NORTH CAROLINA
Environmental Quaary
August 11, 2022
The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent for the City of
Wilmington, for State approval for development of the subject property located along Greenville Loop Road, adjacent to
the Hewletts Creek in New Hanover County. It was received as complete on August 2, 2022 and appears to be adequate
for processing at this time. The projected deadline for making a decision is October 16, 2022. An additional 75-day
review period is provided by law when such time is necessary to complete the review. If you have not been notified of a
final action by the initial deadline stated above, you should consider the review period extended. Under those
circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be provided
on or about the 75th day.
If this agency does not render a permit decision within 70 days from August 2, 2022, you may request a meeting with the
Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will
be held within five working days from the receipt of your written request and shall include the property owner, developer,
and project designer/consultant.
NCGS I I3A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from a
public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way
fronting your property; or at a point along the road right-of-way where a private road would lead one into your property.
Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State
or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of
my field report and/or comments from reviewing agencies.
Sincerely,
Bryan Hall
Field Representative
cc: Cameron Luck, DCM
Holley Snider, DWR
Chad Eichelberger, Applicant
>� E
USACE
Christine Bouffard, LPO
Kathryn Thurston, City of Wilmington
RECEIVED
AUG 12 2022
DW-im ,C C,TY
North Carolina Department of Environmental Quality 1 Division of Coastal Management
Wilmington Office 1 12" Cardinal Drive Extension I Wemington, North Carolina 28405
910.7%7215

NOTI(40'01,F]:
CAMA PERMIT
APPLIEr-1 FOR
Applicant proposes to install a multi -use path
'R@&6 Greenvine 1100p Kd., install stunllwdtUf inipovements d
rip rap resultingJn the filling ot 1U4 sq . of coastal wetlands & 488
sgft. of 404-type wetlands w/ the excavation of lbis sgtt. of 4u4-type
wptlanric nn rreenvil_le_Lnon_Rd. between Pine Grove Dr. and Old
Military Rd., adjacent to Hewlett's Creek in Wilmington, New Hanover
County.
COMMENTS ACCEPTED THROUGH September 7, 2022
APPLICANT:
City of Wilmington
c/o Chad Eichelberger v
212 Operations Center Drive
Agent- FPI, Inn -
c/o David Moose
[phone]
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
IV. of Coastal
127 ar Ina r. x .
Wilmington,
ryan Hall (9 10) 7 96-

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
August 12, 2022
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• City of Wilmington
N,)kI II CAR01 INA
EnOrunrnenrut Quality
Hello: Please publish the attached Notice in the Wednesday August 17, 2022 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior
to payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietlla at the NC Division
of Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226
(Customer No. 489895).
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Wilmington office. /-N
cc: MHC Files
Cameron Luck — MHC
USACE
Support & Customer Assistance
RECEIVED
AUG 12 2022
DCF�i- „HD CITY
North Carolina Department of EnNronmemal Quality I Division of Coastal Management
�E �� Wilmington Office 1127 Cardinal Dr We Extension I Wilmington, North Carolina 28405
m ` —'

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS
113A-119(b) that the following applications were submitted for a development permit in Areas of
Environmental Concern as designated under the CAMA: On August 11, 2022, the City of
Wilmington proposed to install a multi -use path along Greenville Loop Rd., install stormwater
improvements & add rip rap resulting in the filling of 184 sgjt. of coastal wetlands & 488 sgjt.of
404-type wetlands w/ the excavation of 2573 sgjt. of 404-type wetlands on Greenville Loop Rd.
between Pine Grove Dr. and Old Military Rd., adjacent to Hewlett's Creek in Wilmington, New
Hanover County. Copies of these applications can be examined or copied at the office of Bryan Hall
N.C. Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext.,
Wilmington, NC 28405, [phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, NC 28557-3421, prior to September 7, 2022 will be
considered in making the permit decision. Later comments will be accepted and considered up to
the time of permit decision. Project modification may occur based on review & comment by the
public and state and federal agencies. Notice of the permit decision in these matters will be
provided upon written request.
AU',12 20
C..
North Carolina Department of Envtronmental Quality I Division of Coastal Management
Wil
Wilmington Office 1 127 Cardinal Drive Extension I Wllmington. North Carolina 28405
'�'
910.79G7215

AGENT AUTHORIZATION FORM
Location:
Please print:
Property Owner: City of Wilminf ton
The undersigned, registered property owners of the above noted property, do hereby authorize
Jason Hall . of SEPI. 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):
Telephone:
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Chad Eichelberger Date: 2021.09.17
12:27:20-04'00'
Authorized Signature Authorized Signature
Date:
Date:
RF..(;FIA 'CEIVED
iUN I AUG 12 2022
GGtd VViLCITY

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DC :D C1TY

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AUG i 2 2022
Ca✓:.:— D CITY

Hall, Bryan L
From: Goebel, Christine A
Sent: Tuesday, July 12, 2022 3:45 PM
To: Hall, Bryan L
Cc: MacPherson, Tara
Subject: RE: 5842 Greenville Loop Rd Notification Help
Hope it works!
From: Hall, Bryan L <[e-mail]>
Sent: Tuesday, July 12, 2022 3:45 PM
To: Goebel, Christine A <[e-mail]>
Cc: MacPherson, Tara <[e-mail]>
Subject: RE: 5842 Greenville Loop Rd Notification Help
Thanks Christy!
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Goebel, Christine A <Christ![e-mail]>
Sent: Tuesday, July 12, 2022 3:42 PM
To: Hall, Bryan L <[e-mail]>
Cc: MacPherson, Tara <[e-mail]>
Subject: RE: 5842 Greenville Loop Rd Notification Help
She is older (83) so may have moved after the fire.
Try her email address: tmassen#Dgmail.com
I'd also have them try her daughter at she![e-mail] and also by mail at:
Tessie Massengill
c/o Sheila Massengill Baker
PO Box 1535
Lorton, VA 22199-1535
Christy

From: Hall, Bryan L <[e-mail]>
Sent: Tuesday, July 12, 2022 2:39 PM
To: Goebel, Christine A <[e-mail]>
Cc: MacPherson, Tara <[e-mail]>
Subject: 5842 Greenville Loop Rd Notification Help
Hi Christy,
I have a major permit application for a Multi -Use Path which requires the notification of 5842 Greenville Loop Rd due a
tidal stream that runs adjacent to their property. The consultant sent them a notification to the attached PO Box address
but it was returned to them because it was not picked up. The physical residence at 5842 Greenville Loop Rd is currently
not lived in because it caught fire last year. Are there any other addresses the consultant could try to notify these
property owners at? Or what are the appropriate steps forward.
Thanks,
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

To: Hall, Bryan L <Brvan.L.HallPncdenr.gov>
Subject: RE: (External) RE: CAMA Major Greenville Loop Rd Multi -use Path
Here is the receipt and tracking number
DAVID MOOSE, PWS
Staff Environmental Specialist
S=_?J SEPI, Inc.
910.550.3252 D 919.223.090S M
Cefebrating Twenty Years
From: Hall, Bryan L [mailto:[e-mail]
Sent: Tuesday, August 2, 2022 10:19 AM
To: David Moose <[e-mail]>
Subject: RE: (External) RE: CAMA Major Greenville Loop Rd Multi -use Path
Hey David,
I appreciate your efforts. I spoke with my district manager, she said to send notification via certified mail to the PO Box
listed below as it appears to be the property owner's PO Box is now in care of her daughter.
Tessie Massengill
c/o Sheila Massengill Baker
PO Box 1535
Lorton, VA 22199-1535
Once you've sent it certified mail, provide me with the receipt with the tracking number, we do not need to wait for the
green card to come back as it is a unique situation and there have been multiple attempts to notify. So once we have
proof that it has been sent certified to the PO Box below, my district manager said that is enough to process it and
circulate it. Let me know if there are any questions.
Thanks,
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: David Moose <[e-mail]>
Sent: Tuesday, August 2, 2022 9:29 AM
AUG 1 2 209,?

To: Hall, Bryan L <Bryan.L.HaR@ncdenrgov>
Subject: RE: [External] RE: CAMA Major Greenville Loop Rd Multi -use Path
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
I sent the emails to the two addresses no reply has been returned. We are updating the city on Thursday on the status.
Where does this stand?
DAVID MOOSE, PWS
Staff Environmental Specialist
SEPI SEPI,Inc.
910.550.3252 D 919.223.D905 M
Celebrating Twenty Years
From: Hall, Bryan L [maiito:[e-mail]
Sorg. Tuesday, July 12, 2022 3:48 PM
To: David Moose <[e-mail]>
Cc: Jason Hall <][e-mail]>; Alton Edgerton <[e-mail]>
Subject: RE: [External] RE: CAMA Major Greenville Loop Rd Multi -use Path
Our assistant general counsel was able to come up with an email address for the property owner's email address to try
and reach out to find a correct address to send her the application: [e-mail].
She also was able to locate the property owner's daughter (the property owner is 83), the property owner's daughter's
email: [e-mail]. She was also able to find another PO box listed below:
Tessie Massengili
c/o Sheila Massengill Baker
PO Box 1535
Lorton, VA 22199-1535
Let me know if that helps.
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall, Bryan L
Sent: Tuesday, July 12, 2022 2:35 PM
To: David Moose <[e-mail]>
RECE'V2D
AUG 12 2022
DCM-L";:-:D CITY

Cc: [e-mail]; aedgerton <[e-mail]>
Subject: RE: [External] RE: CAMA Major Greenville Loop Rd Multi -use Path
Thanks for the update David. I'm reaching out to DCM's assistant general counsel to see if there's another address to
reach the property owner at or what the steps forward should be. I'll let you know as soon as I hear back from her.
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to thins parties.
From: David Moose <[e-mail]>
Sent: Monday, July 11, 2022 3:02 PM
To: Hall, Bryan L <[e-mail]>
Cc: [e-mail]: aedgerton <[e-mail]>
Subject: RE: [External] RE: CAMA Major Greenville Loop Rd Multi -use Path
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
It is being sent back because it was unclaimed due to it being a PO BOX
DAVID MOOSE, PWS
Staff Environmental Specialist
2 S_N SEPI,Inc.
910.550.3252 D 919.223.0905 M
Celebrating Twenty Years
17%
From: Hall, Bryan L[mailto:[e-mail]
Sent: Monday, July 11, 2022 11:57 AM ALA,; j 2 'VP
To: David Moose <[e-mail]>
Cc: Jason Hall <[e-mail]>; Alton Edgerton <[e-mail]> GC ....... CI'Ty
Subject: RE: (External) RE: CAMA Major Greenville Loop Rd Multi -use Path
Hey David,
Please sign the last page of the updated MP5 form. Any update on that last green card? Do you have a receipt and we
can track the USPS tracking number?
Thanks,

TS-15.26 EROSION AND SEDIMENT CONTROLS:
The Contractor shall install the devices as required to comply with the erosion and
sedimentation control measures shown on the plans and required by the NC Division
of Energy, Mineral and Land Resources representatives. The devices shall be
installed prior to any excavation or land disturbing activity and shall meet
requirements set out in NCDOT Division 16. All measures shall be properly
maintained until such time as they can be removed. In the event that the Engineer or
a representative of the NC Division Energy, Mineral and Land Resources determines
that adequate measures have not been provided and or maintained, the Engineer shall
give a stop work order on the project until protective measures have been taken. No
additional time will be given the Contractor when the stop work is a result of his
failure to comply with the N.C. Sedimentation Control Act.
All work done for erosion and sedimentation shall be considered incidental to the
project and no additional payment will be allowed.
Said work may include, but not be limited to: tree protection, silt fences; berms; dikes;
catch basin protection; seeding; mulching; and all other erosion control devices or
methods.
T-15.45 BYPASS PUMPING
The Contractor will be responsible for all bypass pumping of pipe in preparation for
repair methods if needed.
The Contractor shall de -water the pipe by diverting, pumping, or bypassing any water
flow through an existing pipe or drainage system prior to and during the proposed work.
The bypass method must ensure the proposed pipe improvements are performed in a
dry condition. If a cofferdam is installed, it is recommended to use items such as
sandbags to minimize the temporary impacts. If any clearing is needed, it should be
noted that mechanized clearing shall not be allowed. All water shall be turbid free
before entering back into the stream. The method of bypass pumping is to be
determined by the contractor but must be approved by the Engineer prior to
implementing.
Bypass Pump will be given as an allowance for all necessary water diversions or Q j ? 2 02?
bypasses required to complete Pipe Rehabilitation work. Each instance of bypass
pumping paid includes De -Watering for pre -inspection, installation, post
inspections, and remediation (if necessary). All materials, equipment, labor, or
other resources required to bypass a site shall be included in the unit price costs
for bypass pumping. Unit price costs will be applied toward the allowance 81qECEIVED
necessary.
JUN 2 9 2022
DCM WILMINGTON. NC

If de -water is deemed to be excessive the Contractor shall bring the item to the
Engineers attention for review and approval prior to installing of additional de -
watering equipment. If a well -point system is deemed necessary by the Engineer,
it will be considered a changed condition.
Vac -trucks used for storm drainpipe cleaning can be decanted at pre -approved City
facilities. Contractor shall coordinate with the City for locations and access to said
facilities. Contractor shall keep records of all cleaning activities, and quantities
dumped at City facilities.
T-15.53-B INSTALLATION
Equipment
The Contractor shall furnish all equipment and hardware necessary for the performance
of the work in accordance with these specifications. All machines, tools and equipment
used in the performance of work required by these specifications will be subject to the
approval of the Engineer and maintained in a safe and satisfactory working condition
at all times. Standard mortar mixers, compressors and pumps are required. A spin cast
applicator is required. To minimize environmental impacts, the storage and operation
of equipment will only be allowed on the outlet end of the 60" CW.
Spin Castine
It should be noted that the proposed pipe extension and end wall shall be installed prior
to the spin casting. Prepare mixer and mortar per manufacturers specifications. Pump
and apply immediately after mixing. Position the spin cast applicator within the center
of the pipe and commence pumping the mixed mortar into the spin caster. As the
mortar begins to be centrifugally cast evenly around the interior, retrieve the spin cast
applicator at the best speed for applying the thickness that has been specified.
Thickness may be verified at any point. If additional thickness is desired at any
location, place the spin cast applicator at that location, once initial placement is set and
sufficiently hard, and recommence pumping and centrifugal casting until proper design
thickness is achieved. Keep pump lines cool by spraying with cold water when
temperatures are 90°F (32°C) or higher. Transfer mixed mortar from mixer to pump
and immediately start next mix. Apply in suitable thickness of 1/4 to 1 inch in single
pass. Allow material to set and stiffen before applying subsequent pass. Due to the
potential corrosion reactivity between cementitious materials and aluminum pipe, all
aluminum pipe should be coated with a coal tar type coating (or similar material) prior
to application of mortar.
RECEIVED
AUu , � (-� JUN 2 9 20?2
DCM WII_mM ON, NC

ROY COOPER
Gorsrna
ELIZABETH S. BISER
w ,r
Serwary
BRIAN WRENN NORTH CAROLINA
fh, v roe Envfrennlenrol Qeuary
May 16, 2022
LETTER OF APPROVAL WITH MODIFICATIONS AND
PERFORMANCE RESERVATIONS
City of Wilmington
ATTN: Tony Caudle, City Manager
PO Box 1810
Wilmington, NC 28402
RE: Project Name: Greenville Loop Trail, Section 2
Acres Approved: 8
Project ID: NEWHA-2022-020
County: New Hanover
City: Wilmington
Address: Greenville Loop Road
River Basin: Cape Fear
Stream Classification: Other
Submitted By: Brian Steffen, PE, SEPI, Inc.
Date Received by LQS: April 21, 2022
Plan Type: Municipal
Dear Mr. Caudle:
JCD
AUG 12 2022
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this Letter
of Approval with Modifications and Performance Reservations. A list of the modifications and
reservations is attached. This plan approval shall expire three (3) years following the date of approval, if
no land -disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129. Should the
plan not perform adequately, a revised plan will be required (G.S. 113A-54.1)(b).
As of April 1, 2019, all new construction activities are required to complete and submit an electronic
Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under the NCG010000
Construction General Permit. After the form is reviewed and found to be complete, you will receive a link
with payment instructions for the $100 annual permit fee. After the fee is processed, you will receive the
COC via email. As the Financially Responsible Party shown on the FRO form submitted for this
project, you MUST obtain the CDC prior to commencement of any land disturbing
activity. The eNOlform may be accessed atdee .nc.gov/NCGOL Please directquestions about
the eNOI form to the Stormwater Program staff in the Raleigh central office. If the owner/operator of this
project changes in the future, the new responsible party must obtain a new COC. R EC E 1 V E 1)
_.;CITY
JUN 13 2022
North Carolina DeWavenl of Environmental Qualify l Division of Eneryy. Mineral JWAAdW GTON, NC
Wllmitglon Regional Office I IT7 Cardinal Drive ExtenWw I Wilmington, Nonh Carohna 2840$
Yw rru+va 410741,7215

Letter of Approval with Modifications and Performance Reservations
City of Wilmington
May 16, 2022
Page 2 of 4
Title 15A NCAC 4B .0118(a) and the NCGOI permit require that the following documentation be kept on file
at the job site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCG01 permit and the COC, once it is received.
3. Records of inspections made during.the previous 12 months.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure
compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring protection of
existing natural resources and adjoining properties. If, following the commencement of this project, it is
determined that the erosion and sedimentation control plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office
may require revisions to the plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality
laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land -
disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. This permit allows for a land -disturbance, as called for on the
application plan, not to exceed the approved acres. Exceeding the acreage will be a violation of this permit
and would require a revised plan and additional application fee. You are requested to file an amended form if
there is any change in the information included on the formr. In addition, it would be helpful if you notify this
office of the proposed starting date for this project. Please notify us if you plan to have a preconstructiop
conference.
Your cooperation is appreciated.
Sincerely,
Rhonda Hall
Assistant Regional Engineer
Land Quality Section
Enclosures: Modifications Required for Approval
NPDES NCGO1 Fact Sheet
cc: Brian Steffen, PE, SEPI, Inc.
l Glenwood Avenue, Suite 600, Raleigh, NC 27603
Wilmington Regional Office file
AUG 12 2022
CITY
JUN 1 3 2022
1)CM VVILfJII '.t, f<>t� NC

Letter of Approval with Modifications and Performance Reservations
City of Wilmington
May 16, 2022
Page 3 of 4
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: Greenville Loop Trail, Section 2
Project ID: NEWHA-2022-020
County: New Hanover
1. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing activity
has been undertaken, as is required by Title 15A NCAC 4B .01219.
2. The developer is responsible for the control of sediment on -site. If the approved erosion and sedimentation
control measures prove insufficient, the developer must take those additional steps necessary to stop
sediment from leaving this site (NCGS 113A-57(3)). Each sediment storage device must be inspected
after each storm event (NCGS 1 13A-54. I (e)). Maintenance and/or clean out is necessary anytime the
device is at 50% capacity. All sediment storage measures will remain on site and functional until all
grading and final landscaping of the project is complete (15A NCAC 04B .0113).
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development unless otherwise noted. The removal of vegetation within any existing ditch or channel is
prohibited unless the ditch or channel is to be regarded with side slopes of 2 horizontal to I vertical or less
steep (I SA NCAC 04B .0124 (d)). Bank slopes may be mowed, but stripping of vegetation is considered
new earth work and is subject to the same erosion control requirements as new ditches (NCGS 113A-
52(6)).
The developer is responsible for obtaining any and all permits and approvals necessary for the development
of this project prior to the commencement of this land disturbing activity. This could include our agency's
Stormwater regulations and the Division of Water Resources' enforcement requirements within Section
401 of the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean
Water Act, the Division of Coastal Management's CAMA requirements, the Division of Solid Waste
Management's landfill regulations, the Environmental Protection Agency and/or The U.S. Army Corps of
Engineers jurisdiction of the Clean Water Act, local County or Municipalities' ordinances, or others that
may be required. This approval cannot supersede any other permit or approval; however, in the case of a
Cease and Desist Order from the Corps of Engineers, that Order would only apply to wetland areas. All
highland would still have to be in compliance with the N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the developer
is responsible for compliance with the requirements of the Division of Water Resources (DWR), the Corps
of Engineers and the Environmental Protection Agency (EPA) respectively. Any erosion control measures
that fall within jurisdictional wetland areas must be approved by the aforementioned agencies prior to
installation. The Land Quality Section must be notified of a relocation of the measures in question to the
transition point between the wetlands and the uplands to assure that the migration of sediment will not
occur. If that relocation presents a problem or contradicts any requirements of either DWR, the Corps, or
the EPA, it is the responsibility of the developer to inform the Land Quality Section regional office so that
an adequate contingency plan can be made to assure sufficient erosion control remains on site. Failure to
do so will be considered a violation of this approval (NCGS I I 3A-54. I (b)).
Rat_ =;'` _D ;1=f;Fll/i 11
1
AUG ] 2 Z022 UN 13 20'i
CITY teem v'i'n r l`4" I".

Letter of Approval with Modifications and Performance Reservations
City of Wilmington
May 16, 2022
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other approved source.
Any soil waste that leaves this site can be transported to a permitted mine or separately permitted
construction sites without additional permits under NCGS 74-49(7)(d). Disposal at any other location
would have to be included as a permit revision for this approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed 8_0 acres.
Exceeding that acreage will be a violation of this permit and would require a revised plan and additional
application fee. Any addition in impervious surface, over that already noted on the approved plan, would
also require a revised plan to verify the appropriateness of the erosion control measures and sormwater
retention measures (NCGS I I 3A-54. I (b)).
8. The construction detail for the proposed silt fence requires reinforcing wire and steel posts a maximum of
eight (8) feet apart. Omission of the reinforcing wire is a construction change that necessitates more posts
for support, i.e., the spacing distance needs to be reduced to no greater than six (6) feet apart (E&SC
Planning & Design Manual 6.63, Rev. 6/06).
9. Sediment storage basins have not been provided on this site. It is proposed that coir fiber wattles and/or
silt fencing be used for sediment retention. If this proves to be inadequate, the developer must take those
additional steps necessary to stop sediment from leaving this site and a revised Soil and Erosion Control
Plan will be required to be submitted (NCGS 113A-57(3)).
10. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this project. Access and egress from
the project site at a point without a graveled entrance will be considered a violation of this approval.
Routine maintenance of the entrances is critical (I 13A-54. I (b)).
11. As a condition of the NPDES General Stormwater Permit (NCG010000), the financially responsible party
shall comply with the NCGOI Ground Stabilization And Materials Handling requirements that became
effective April 1, 2019. The NCGOI Ground Stabilization And Materials Handling standard detail can be
printed from the deq.nc.gov/NCGOI website.
12. As a condition of the NPDES General Stormwater Permit (NCG010000), the financially responsible parry
shall comply with the NCGOI Self -Inspection, Recordkeeping and Reporting requirements that became
effective April 1, 2019. The NCGOI Self -Inspection, Recordkeeping and Reporting standard detail can be
printed from the deq.nc.gov/NCGOI website.
13. As a part of routine monitoring of the approved land -disturbing activity, the financially responsible party
shall assure inspections of the area covered by the approved plan after each phase of the plan has been
completed and after establishment of temporary ground cover in accordance with North Carolina General
Statute 113A
Ref: G.S. 113A-54.1 through G.S. 113A-57
Sections 15A NCAC 04A.0101 through 15A NCAC 04E.0504
General Permit NCO 010000 NPDES for Construction Activities
ION 13 &V
C:\._, V — D I")CtA WILD?d�lC f0!� 'NC
AUG 12 2022
DC` . ; '-) CITY

Preliminary Quantities - Pipes
LF (FOR ALL QUANTITIES)
Alternate Pipe
Class III Reinforced Concrete Pipe
Class IV Reinforced Concrete Pipe
------------
------------
Class V Reinforced Concrete Pipe
------------

Greenville Loop Road Multiuse Path
APW 3/2/2022
Parc Tax Map#
Owner
Address
ROW
TCE
PDE
1
R06116-004-001-0000
Jewell, Tammy Elizabeth Beck
815 Pine Grove Rd
9
2
R06116-004-002-001
First Union Mortgage Corp
5124 Greenville Loop Rd
13
81
3
R06116-004-003.000
Oakmont Condo HOA
5122 Greenville Loop Rd
182
1362
4
R06116-004-005-000
Tidal Oaks Condo UOA Inc
5128 Greenville Loop Rd
1155
4234
5
R06116-004-005-001
Ward Willard Jerry
5220 Greenville Loop Rd
49
651
6
R06213-006-017-000
Leber, Todd S
5232 Greenville Loop Rd
131
433
186
7
R06213-006-002-000
Paguio, Francis & Christina
5270 Greenville Loop Rd
2536
18
9
R06213-006-001-000
Bridger, Michael W
5290 Greenville Loop Rd
1429
10
R06200-007-028-000
Bryan, Michael
5302 Greenville Loop Rd
17
1027
11
R06213-006-016-000
Nobles, Greg & Juliana
5900 Turnstone Ct
115
347
342
12
R06213-006-015-000
Taylor, Brice & Erin
5901 Turnstone Ct
$03
13
R06200-007-040-000
Philipp, Steven & Linda
602 Sandfiddier Pointe Rd
887
502
14
R06200-007-027-005
SandRddler Pointe HOA Inc
601 Sandflddler Pointe Rd
1717
795
15
R06213-010-001-000
Coley, J E Sr & Linda
5510 Greenville Loop Rd
1844
1487
3S7
16
R06200-007-D25-000
Coley, J E & Linda
5528 Greenville Loop Rd
1856
2083
17
R06200-007-024.000
Swart, Jeanne
5532 Greenville Loop Rd
3278
2177
18
R06200-007-024-001
Southerland, John
5538 Greenville Loop Rd
1454
1353
3413
19
R06200-007-022-000
Page Annette M
5614 Greenville Loop Rd
403
1281
344
20
R06218-008-035-000
Koenig Gregory Charles
5900 Hunters MITI Ln
1729
2584
21
R06218-008-023-000
Brigman, Max & Sara
5901 Hunters Mill Ln
614
543
22
R06214-008.001.000
Lord Holdings LLC
5900 Hollyholm Trace
289
192
23
1106219-008.013-000
Benecki, lames Cameron
5901 Hollyholm Trace
381
940
24
R06200-007-044-000
Fowler, Ivy
2502 Royal Palm Ln
1696
25
R06200-007-058-001
Collins, David Jr & Kristen
2501 Royal Palm Ln
2167
26
R06218-008-012-000
Glasgow, John & Dianne
5801 Meadow Brook Ct
735
1954
27
R06218-008-011-000
Bowen, Gilbert & Holly
5805 Meadow Brook Ct
895
1772
28
R06218-008-030-000
Whitehurst, Walter & Mary
5809 Meadow BrookCt
920
1628
29
R06200-007-017-000
Peterson, Steven I. Jr & Melissa Ru:2408 Alford Landing Dr
588
753
30
R06200-007-015-001
Harris, David & Laura
2411 Alford Landing Dr
294
362
31
R06200-007-015.000
Scott, Jeffrey
5836 Greenville Loop Rd
1075
1735
930
32
R06200-007-014-002
Massengill, Robert & Tressle
5842 Greenville loop Rd
98
55
2941
33
R06200-007-014-001
Williams, Franklin & Madly
5900 Greenville Loop Rd
157
750
34
R06200-007-068-000
Pullum, Skyler& Katie
2404 Peregrine Way
322
1166
35
R06200-007-014-004
Graham, Joseph
5918 Greenville Loop Rd
3D17
1847
139
36
R06200-007-039-000
Alford, Clarence & lean
5928 Greenville Loop Rd
2118
1229
37
R06200-007-012-001
Landen, Worth
5970 Greenville Loop Rd
1431
1102
3832
38
R0620D-007-011-000
Landen, Worth
6010 Greenville Loop Rd
3250
3022
39
R06200-006-017-002
Shortell, Matthew & Kimberly
6200 Head Rd
1715
1504
40
R06200-006-017.000
Woodard, Charles D
6100 Greenville Loop Rd
1097
1335
41
R06200-006-024-000
Herrera Julio Alice Family Trust
6104 Greenville Loop Rd
824
1162
42
R06200-006-023.000
Padgett, Demetria
6112 Greenville Loop Rd
1106
1952
43
R06215-011-003-000
MJ Evans Homes LLC
6200 Greenville Loop Rd
366
275
1500
44
R06215-011-002-000
Roberts, Peter John
6204 Greenville loop Rd
192
1204
45
R06215-011-001-000
Kopp, William & Barbara
62315tonebridge Rd
472
1680
95
46
R06215-010-001.000
Gruber, Steven & Kathryn
6236 Stonebridge Rd
1035
1268
47
R06200-006.016.001
Taber, Ann
6214 Greenville Loop Rd
1711
1193
48
R06200-003-026-000
New Han CNN BD of Education
6211 Greenville Loop Rd
2315
618
4
q
49
R06200-006-046-000
Caroenter Archie & Debra
6301 Greenville L000 Rd
304
2378
2
iGN 1. 3 Mf*
r1GMV'111.PRIiI::;rci<
AUG 12 ZGZ2
.rITY

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
A. REPORT COMPLETION DATE FOR PJD: 10/5/2021
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: David moose 72Q7 Rabba Hollow Dr Wilmington ND 294t1
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Greenville Loop, SAW-2021-02128
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC county/parish/borough: New Hanover city: Wilmington
Center coordinates of site (lat/long in degree decimal format).
Lat.:-77.85428 Long.: 34.19496
Universal Transverse Mercator:
Name of nearest waterbody: HewlettS Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (I.e., wetland
vs. non wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
See attached
)'JN 1 3 7.V?
):',rh N1!LPfINGI"Oi roc.

S=?I
Site Number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e.,
wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
WA
-77,85212
34.19447
0.06
Wetland
404
WB
-77.85452
34,19491
0.01
Wetland
404
WC
-77.86265
34.19780
0.08
Wetland
404 /LAMA
WD
-77.86231
34.19761
0.23
Wetland
404/CAMA
WE
-77.86242
34,19740
0.14
Wetland
404/CAMA
WF
-77,86289
34.19784
0.35
Wetland
404/CAMA
WG
-77.85901
34.19633
0.08
Wetland
404
SA
-77.84362
34.19691
63.S6
Non- Wetland
Waters
404/401
SB
-77.85206
34.19426
54.04
Non- Wetland
Waters
404/401
SC
-77.86316
34.19774
48.82
Non- Wetland
Waters
Section 10
We appreciate the opportunity to work with you. Please contact us if you have any questions regarding
the information we have provided or would like to see any additional changes.
Sincerely,
�0 f. A__
David Moose
Environmental Specialist
Wilmington, NC
Mobile: [phone]

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there may be" waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:
RE-CL-WED JUN 1 3
AUG ] 2 2022
CCiL:,..; "j c Y

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
Fol Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: dated September 2021
Data sheets prepared/submitted by or on behalf of the PJD requestor.
© Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
* Natural Resources Conservation Service Soil Survey. Citation: on line
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
1 Photographs: ❑ Aerial (Name & Date):
or ® Other (Name & Date):
pictures with data sheets
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
Digitally signed by Brad
Shaver
Date: 2021.10.0513:24:12
Signature and date of
Regulatory staff member
completing PJD
Date:
Chad Eichelberger2D21.09.17
12:27:07-04'00'
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

KVIMMELIMP13
Electronically Transmitted
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-02128 County: New Hanover U.S.G.S. Quad: NC -Wrightsville Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: City ofWilminuton
Chad Eichelbereer
Address: 212 Operations Center Drive
Wilmington, NC 28412
E-mail: chad.eichelbereerna.wilminetonne.gov
Size (acres) 2.06 Nearest Town Wilmington
Nearest Waterway Hewletts Creek River Basin Ouslow Bav
USGS HUC 03020302 Coordinates Latitude: 34.19496
Longitude:-77.85428
Location description: The project area is alone Greenville Loop Road from Pine Grove to Old Military Road in Wilmington.
Indicate Which of the Followine Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (C WA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated September 2021.
Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining
compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource
protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be
affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.
❑ There appear to be waters, including wetlands on the above described project area/properly, that may be subject to Section 404
of the Clean Water Act (C WA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wedand delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWAx33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct.g jpeattpn hat
can be verified by the Corps. -� `j F't I `' f
AUG 12 N22
DCi1]-:.:;,D CITY

SAW-2021-02128
❑The waters, including wetlands on your project arealproperty have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Brad Shaver at 910-251-4611 or
brad.e.shaverialusace.a rrnv.mil.
C. Basis For Determination: Basis For Determination: See the nreliminary jurisdictional determination
form dated 10/05/2021,
D. Remarks: This determination was made via desktop.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
AND
PIIILIP.A.SHANNIN a7.USACE.ARMY.MIL
J!IPi 1 3 r
__ 1GM Vv

SAW-2021-02128
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria far appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
"It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence."
Corps Regulatory Official:
Dlgxalty signed by Brad
D/ Shaver
J�—a.�. Date: 2021.10A5 13:36:20
04'00'
Date of JD:10/05/2021 Expiration Date of JD: Not applicable
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 our Customer Satisfaction Survey, located online at
https://regulatory ops.usace.armv.miUcustomer-service-survey/.
Copy Furnished(electronic):
SEPI atin: David Moose
AUG 12 Z022
CITY
irk" t;}',{V�(•
UJN1;;,

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
a, REQU
A>>lic:uTO , of Nviinaington, Chad L:ichelberver I File Number:-021-02128 1 Date: 10H1512021
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
C
❑
PROFFERED PERMIT (Standard Permit or Letter of permission)
PERMIT DENIAL.
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or littn://www.usace.army.mii/Missions/CivilWorks/RegulatoryProf4rainvidPemiils.asi)x
or the Coros regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the pemtit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: if you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section Il of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section lI of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice. 11=' (" i- 1 %"` t ''

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved 1D (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
or OBJECTIONS TO AN INITIAL PROFFERED
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Brad Shaver
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
If you only have questions regarding the appeal process you may
also contact:
MR. PHILIP A. SHANNIN
ADMINISTRATIVE APPEAL REVIEW OFFICER
CESAD-PDS-O
60 FORSYTH STREET SOUTHWEST, FLOOR M9
ATLANTA, GEORGIA 30303-8803
PHONE: [phone]; FAX [phone]
EMAIL: PHILIP.A.SHANNIN(aTUSACE.ARMY.MIL
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a I5-day
notice of anv site investieation. and will have the onnortunity to narticinate in all site investioarinns_
or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Brad Shaver, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room IOMI5, Atlanta, Georgia 30303-8801
Phone; [phone]
j t hv!1P I
7Y

From: Snider. Hollev
To: David Moose
Cc: Jason. Hal; Anna Reusche
Subject: RE: [External] Greenville Loop
Date: Tuesday, February 1, 2022 3:49:43 PM
Good afternoon David,
The Division of Water resources (DWR) has reviewed the submitted information regarding the
stream determinations for the features located along Greenville Loop Road in Wilmington. The DWR
concurs with the findings that the features all exhibit perennial stream characteristics. Impacts to
these features will require review by the DWR. Please feel free to call or email me if you have any
questions.
Sincerely,
Holley Snider . • .,><i(a"> ..........
Environmental Specialist II
Division of Water Resources
North Carolina Department of Environmental Quality
Phone: [phone]
D_EQ�
Jap,n�rnl M (� � V YJ� W MI O W MI�
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: David Moose <[e-mail]>
Sent: Thursday, January 27, 2022 11:14 AM
To: Snider, Holley <[e-mail]>
Cc: Jason Hall <[e-mail]>; Anna Reusche <[e-mail]>
Subject: [External] Greenville Loop
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
t to Report Spam
Good morning
Attached the signed PJD from USACE, stream data forms and a copy of the NRCS soils map for the
Greenville loop Rd. project. If you need anything else please feel free to let us know. When would be
a good time to schedule a visit? I am off till the 4th but one of us can meet you out there.
Thank you. r,e r REG EMVr [.)
MU 12 ? 22
V)CV; -vri'iD C;k!'Y
JUN 1 :]
I)CM WILMINC=T'Ol'; NC

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Major Permit Fee Schedule
Project Name 6rx!eK,%A( l�o&p County:K)j�t,, t- xAti Check No & Amount: 4m)
mut4 (ke 24 t7�: z-468c)
DCM %
DWQ %
Development Type
Fee
14300160143510009316256253)
(2430016024351000952341)
I, Private, non-commercial development
that does not involve the filling or
$250
100% ($250)
0% ($0)
excavation of any wetland s or
open water areas'
II. Public or commercial development tha!
does not involve the filling or excavation
$400
100% ($400)
0%.($0)
of any wetlands or open water areas.
III. For development that involves the
filling and/or excavation of up to 1 acre
of wetlands and/or open water areas,
determine if A,B, C, or D below applies:
III(A). Private, non-commercial
development, if General Water Quality
$250
100% ($250)
0"", ($0)
Certification No. 4175 can be applied
III(B). Public or commercial development,
if General Water Quality Certification
$400
100% ($400)
0% ($0)
No. 4175 can be applied
,
III(C). If General Water Quality
Certification No. 4175 could be applieP$40
but DCM staff determined that addition
60%($240)
40%($160)
review and written DWQ concurrence
needed because of concerns related t
water quality or aquatic life:
III(D). If General Water Quality
$400
o
60 /o ($24C)
40'%,
Certification No. 4175 cannot be applied.
IV. Development that involves the filling
and/or excavation of more than one acre
$475
60% ($285)
40% ($190)
of wetlands and/or open water areas.

NC Division of Coastal Management
Major Permit Application Computer Sheet
AEC: '1 ,LWr� rss
Fee: $ # 7,441n
CDAITS _ MHC cc
Applicant
Agent/Contractor: -5rrr -
Project Site County: t— � ,
Staff: PO-1 a
District: Wilmington
Rover File: n/a River Basin: G
Project Name: Gimckw l K C. MS1TV.
Initial date of application submittal: G l3 22.
Date application "received as complete' in the Field office:
SITE DESCRIPTIONIPERMIT INFORMATION
' ORW: E l Yes 19NO
PNA: as ❑No
Photos Taken: -Yes ❑ No
Setback Required (ripanan): ❑Yes o
Critical Habitat: LjYes o []Not Sure
15 foot waiver obtained. Yes o
Hazard Notification Returned:
[]Yes QPo
SAV: ❑Yes o ❑Not Sure
Shell Bottom: ❑Yes o ❑ Not
Temporary Impacts OTes No
Sure
—(optional)
Sandbags: Yes o ❑ Not Sure
Did the land las use csification come
No
Mitigation Required
❑Yes'�No
from county LUP:�'(es
Moratorium Conditions.
Environmental Assessment Done:
Length of Shoreline:
❑Yes NNo ❑NA
> FT.
❑Yes ❑No tKNA
_
Shellfish Area Designation:
Project Description: (code)
Development Area: (code)
Open -or- ose
(
'�
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS) ❑ Nutrient Sensitive Waters (NSW) Swamp Waters (SW)
High Quality Waters (HQW) ❑ Outstanding Resource Waters (ORW)
WETLANDSIMPACTED
(404).Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort (Salicornia sp )
----------
❑ (CJ) Saw grass (Cladium jamaicense)SA)
Salt marsh cordgrass (Spartina
Itemiflora)
❑ {SY) Salt reed grass (Spartina
cynoauroides)
(DS) Salt or spike grass (Distichlis
(SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp )
spicata)
sP )
✓(JR) Black needlerush (Juncus
oemerianus)
(SP) SalUmeadow grass (Spartina
patens)
APPLICATION FEE
❑ No fee required - $O.00
❑ Minor Modification to a
permit, $100
[] Permit Transfer - $100
❑ Major development exl
$100
❑ I. Private no dredge ar
❑ III(A) Private w/ D&F up to 1 acre, 349C
can be applied - $250
❑ Major Modification to a CAMA Major
permit - $250
❑ III(B) Public or commercial w/ D&F to 1
acre, 4144 can be applied - $400
❑ II. Public or commercial/no dredge
and/or fill - $400
❑ III(C) Priv. public or comm w /D&F to 1
acre, 4144 can be applied, DCM needs
DWQ agreement - $400
wII(D) Priv. public or comm w/ D&F
acre, 4144 can't be applied - $400
❑ IV Any development involving D&F
more than 1 acre - $475
❑ Express Permit - $2000
RECEIVED
AUG 12 ?OR
DCM-NIHD CITY

Applicant:
Date:
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
Coo a
Choose
Dimensions
Dimension 2
Dimension 3
Dimension 4
OneNew
Work
Replace
._
Mainl ❑
❑ Y ❑ N
New WoM
Replace
---
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint❑
Ely ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
-
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work 0
Replace
Maint ❑
❑ Y ❑ N
',.
New Work ❑
Replace
Maint❑
❑Y ❑N
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found
in your Habitat code sheet.
TOTAL Sq. FL
FINAL Sq. Fl.
TOTAL—Fooft
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
Habitat Name
DISTURB TYPE
Choose One
Disturbance total
includes any
disturbance.
Excludes any
Disturbance
total includes
disturbance
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
tom im acts
impact amount
temp impacts)
amount
Dredge ❑ Filll Both ❑ Other ❑
�4/
c_.
Dredge 1A Fill ❑ Both ❑ Other ❑
Z-15q -S
^7 G5
V L
Dredge ❑ FiilZg. Both ❑ Other ❑
l G1�
`-�'
1
5Z211"Zv
Dredge ❑ Fill �iL Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other
SL2 ( o
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑❑❑�
Dredge❑ Fill❑ Both ❑ Other ❑
l RECEI
AUG 12 2022
919-733.2293 :: 1-888.4RCOAST :: www.nccoastatmona4ement.net revised: 02,26,18

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BPAXTON DAVIS
Director
August 12, 2022
MEMORANDUM
NORTH CAROLINA
Environmental Quality
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
Cameron. luck(aNCDEN R.gov
SUBJECT: CAMAID&F
Applicant: City of Wilmington
Project Location: Greenville Loop Rd. between Pin Grove Dr. & Old Military Rd., adj. to Hewlett's
Creek in Wilmington, New Hanover County
Proposed Project: The applicant proposes to install a multi -use path along Greenville Loops Rd.,
install stormwater improvements, add rip -rap resulting in the filling of 184 sq ft. of
coastal wetlands and 488 sq ft. of 404-type wetlands and the excavation of 2573
sq ft. of 404-type wetlands.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by September 7, 2022. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
`*Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINfNAME
-- --
AGENC_Y
SIGNATURE
DATE
o.w=m�em�.�wca�
North Carolina Department of Environmental Quality 1 Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 2&405
910.796.7215

RM72- Fi►71i1'.*'A JI���C�YI�/'�/�r.�31•VICINITY MAP
ro
WA,NOw oNBiN
r
0
0
3
�
aoLo
d
U
F
O
j
.IN CONSTtl ON GRHNY LOOP
�[
1
P
T L, %"ON 2
k STA 1f ♦A0.51
�
g
l
V
GRAPHIC SCALES
DESIGN DATA
r
40 20 0 40 80
Y = 18 MPH
a
K
PLANS
d
LEAN ANGLE 15
a0 ;0 Q ,0 80
DEGREES
m
PROFILE (HORIZONTAL)
oo°
O
WNC CLASS = MULTI
�03
8 A 0 8 16
-USE PATH
ou.
a�w
RRCIFIIF NFRTI('dll
GREENVILLE LOOP TRAIL,
SECTION 2
CITY OF WILMINGTON
LOCATION. GREENVILLE LOOP ROAD FROM PINE GROVE DRIVE TO
OLD MILITARY ROAD
TYPE OF WORK: GRADING, DRAINAGE, MULTI -USE PATH, EROSION CONT1
SIGNING, PAVEMENT MARKING, £H SIGNALS
WETLAND AND SURFACEWATER IMPACTS PERMIT,,
SITE 1
SITE 2
SITE 3
PROJECT LENGTH
TOTAL LENGTH OF PROJECT = 1.68 MI
2TRST 21913
PERMIT DRAWING
SHEET 1 OF 11
WEI AND IMPACTS (PERMANENT)
IMPACT
LOCATION
AREA INSIDE
AEC ISF)
AREA OUTSIDE
AEC ISMSHEET
EXC.
FILL
EXC.
FILL
I W F
0
100
0
84
8
2 W D
0
0
624
122
9
3 !PG
0
0
1.949
0
Il
d W 6
O
0
0
282
13
AEC
NONWEILAND
391
-
-
-
8815
TOTAL
391
100
2,573
4W
O.L.
STREAM IMPACTS (PERMANENT( — SHEET 15
AREA INSIDE
IMPACT TYPE
LENGTH LF
( I
AEC (SF)
HEADWALL, 69'
9.7
52.0
PIPE COLLAR
SHORELINE
STABILIZATION -
36.0
440.1
RIP RAP
TOTAL
46
492
FNO MOJ C OFFFNWLLF LOOP i L.
SE N 2
h
N'\
FNO CONSLRUCIION?OEaO
A. VX 103 ♦M.W
�Fl"
RECEIVED
�ttltN
AUG 12 2022
�a
DCM-MHD CITY
s
Ob
ho
o
i
O
/ J Ja
O O ✓
pm
�a
O�
t°y
SITE
4
'k,
��
7
INCOMPLETR PLANS
oar
OOCYMENT NOT ...........
u ueseu aw uruNFa co ne fo
SITE 5
b br prtb a['
HYDRAULICS ENGINEER
S p I
-
f M
m/! STAN2FNu SvsCL�iOST�0.N5
'd
RECEIVED
RIGHT OF WAY DATE'
MICHAEL TAYLOR. PE
ROADWAY DESIGN
vao/ccr auwNsea
ENGINEER
JUN 2 9 2022
LET77NG DAIR:
WILLIAM POPE, PE
vao,ter nrsrev errr�2e
PA
DCM WILMINGTON,

606
Z W
Z V)
ti
WETLAND IMPACTS
IMPACT
LOCATION
AREA INSIDE
AEC (SF( -
PERMANENT
AREA OUTSIDE
AEC (SF( -
PERMANENT
TEMPORARY
IMPACT
AREA SF
EXC.
FILL
EXC.
FILL
I W F
0
:%
0
84.2
498.8
SUBTOTAL
0
100
0
84
499
i__mm®.
K
AEC EXCAVATION -
AREA ISFj
DRAINAGE
25
ortcHES
NEW PIPE
20
TOTAL
45
�ROECI 0.EEf4f NCE NO, yl
ea�sec
y,N
• * * • DENOTES MECHANIZED
e
'
.iWc
EEr,CLEARING No
• •
*• • *
N
r
°ReehvluEW
iM,9:EY.YAI
IIOAOWEY MfIG4
[EEGyipf!
MLMUF
fwGNH�
__ Q Ik¢rrseGR1Bi
MYC
1
WGYM[NT MOT CONSIDERED FINAL
MIEN' N
INCOMPLB
B PLANS
�♦ 1.
ryA MYi4�<kvlKRw. )., ttl6.i]fY4
CIS
YMIE•f AMt. 014TUXE3 COMPLETED
11
�. � �
i STAJS )13 E1 TO i-SL N.T
E\ 0'
NHW
WYMrQ^"4)Efl1
o
NHW
_
PERMIT DRAWING
p I SHEET 2 OF 11
_ , I
O
Ln
AEC BOUNDARY
16 LF PIPE IN AEC
Z uj
1 y l
y' 4• ` —
wi NHW NHW
P /
AEC SITE � \
BOUNDARY 404/CAMA I— WF
J T ORARY IMPACT: TEMPORARY IMPACT:
/ ECNIZED CLEARING MECHANIZED CLEARING
67.5 SF 431.3 SF
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PERMIT DRAWING
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16
PIPE IN ALLJ
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„E
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NHW
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NHW
W EILAND IMPACTS
IMPACT
LOCATION
AREA INSIDE
AEC (SF)-
PERMANENT
AREA OUTSIDE
AEC)SF)-
PERMANENT
TEMPORARY
IMPACT
AREA
EXC.
FILL
EXC.
FILL
1 WF
0
99.6
0
84.2
498.8
SUBTOTAL
0
100
0
84
499
AEC EXCAVATION -
AREA M
DRAINAGE
DITCHES
25
NEW PPE
20
TOTAL
45
�ETN< ]AEC
\
SITE
BOUNDARY
404/CAMA— WF
TE CRARY IMPACT:
TEMPORARY IMPACT:
MECHANIZED CLEARING
'
EC ANIZED CLEARING
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r
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WETLAND
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58.3 SF
IN WETLAND
126.0 SF
LO
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-
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F
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FILL
WET IN WETLAND
63.3 SF
497.7 SF
BOUNDARYAEC
iu
I FILL IN WETLAND
•.,
TEMPQkY I (INSIDE AEC)
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• IMPACTS
411.3 SF
• .
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2021-02128 County: New Hanover County U.S.G.S. Quad: Wrightsville
Beach

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Permittee: Chad Eichelberger
City of Wilmington
Address: 212 Operations Center Drive
Wilmington, NC 28412

Size (acres) Nearest Town Wilmington

Nearest Waterway Hewletts Creek River Basin Onslow Bay

USGS HUC 03020302 Coordinates Latitude: 34.19496; Longitude: -77.85428

Location description: The multi-use path will be located along Greenville Loop Road from Pine
Grove Drive to the Old Military Road intersection.

Description of projects area and activity: The proposal is to construct approximately 1.7 miles of
a multi-use path along Greenville Loop Road. The path will be 8 to 10 feet wide and include an
asphalt walking surface. In addition to the multi-use path, drainage improvements, utility
relocations and shoreline stabilization will occur.

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

Authorization: Nationwide Permit Number: 14

SEE ATTACHED NWP GENERAL AND REGIONAL CONDITIONS

Your work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the attached conditions and your submitted application and attached
information and drawings dated January 18, 2023. 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
and/or regional general permit authorization is modified, suspended or revoked. If, prior to the
expiration date identified below, the nationwide and/or regional general 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 and/or
regional general 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 and/or regional general permit, will remain authorized provided the activity is
completed within twelve months of the date of the nationwide and/or regional general 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 919-
807-6300) 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 in Wilmington, 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 Gregory Currey at [phone] or
[e-mail].

Corps Regulatory Official: ___________________________ Date: January 18, 2023
Expiration Date of Verification: March 14, 2026

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 our Customer Satisfaction Survey, located online at
https://regulatory.ops.usace.army.mil/customer-service-survey/

Copies furnished by email:

David Moose (SEPI)
Cameron Luck (NC DCM)
Amanda Cannon (NC DCM)
Holley Snider (NC DWR)

Action ID Number: SAW-2021-02128 County: New Hanover County

Permittee: Chad Eichelberger

City of Wilmington

Project Name: Greenville Loop Trail / Wilmington / New Hanover

Date Verification Issued: January 18, 2023

Project Manager: Gregory Currey

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: Gregory Currey

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
COLUMNS
W/1.6'X1.6'
BRICK WALL
COLUMNS
W/1.6'X1.6'
BRICK WALL
COLUMNS
W/2.4'X2.4'
WOOD FENCE
WALLSTONE
STONEWALL
COLUMNS
STONE
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WOOD
COLUMNS
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WALLRETAINING LANDSCAPE
WALLRETAINING
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COLUMN
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10017.03GPS100
10119.66GPS101
11821.07MGS
20021.01TNS
20119.52TNS
20218.17TNS
20312.67TNS
20415.01TNS
20514.85TNS
2069.31TNS
2079.02PKS
20818.61TNS
22019.88TNS
22121.31TNS
22218.51TNS
22320.79TNS
22518.35PKS
22620.21TNS
22719.71TNS
30015.88TNS300
30114.69TNS301
30213.61PKS30312.53TNS303
30412.42TNS304
30511.85TNS305
40015.88TNS
40114.69TNS
40213.61PKS40312.53TNS
40412.42TNS
40511.85TNS
40615.95TNS
40716.12TNS
40812.35TNS
40912.09TNS
41013.69TNS
41114.41TNS
41214.87TNS
41313.17TNS
41416.76TNS
41512.98TNS
Zion
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VICINITY MAP

GREENVILLE LOOP ROAD FROM PINE GROVE DRIVE TO
SIGNING, PAVEMENT MARKING, & SIGNALS

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
NO.
TOTAL
SHEETS
SHEET
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
00
1/
18
/
2
0
2
3
.
.
.
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License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
Prepared in the Office of:
-USE PATH
FUNC CLASS = MULTI
V = 18 MPH
4
5
6
7
8
9
11
12
13
14
15
16
17
18
19
20
TID
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TOTAL LENGTH OF PROJECT = 1.68 MI
BEGIN PROJECT
END PROJECT
P
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R
O
V
E
D
R
I
V
E
DEGREES
LEAN ANGLE = 15
G
R
E
E
N
V
I
L
L
E

L
O
O
P

T
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A
I
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,

S
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I
O
N

2
P
R
O
J
E
C
T
:
CITY OF WILMINGTON
2018 STANDARD SPECIFICATIONS
CITY OF WILMINGTON PROJECT REFERENCE NO.
LEE
W
AR
D LA
NE
H
E
A
D
R
O
A
D
S
T
O
N
E
B
RI
D
G
E
R
O
A
D
OLD
MILITARY RO
A
D
WILLIAM POPE, PE
-L- STA. 103+05.00
END CONSTRUCTION
SECTION 2
END PROJECT GREENVILLE LOOP TRAIL,
GREENVILLE LOOP RDPINE GROVE DR
OLEANDER DR
B R A N C H O F H E W L E T T 'S C R E EK
SECTION 2
GREENVILLE LOOP TRAIL,2TRST 21913
ROAD
GREENVILLE LOOP
-L- STA. 14+40.51
TRAIL, SECTION 2
BEGIN CONSTRUCTION GREENVILLE LOOP
BRA
N
C
H

O
F
H
EW
LETT'S
C
REEK
8 4 8 16
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 11
PERMIT DRAWING
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
TO US 17/ 76 (OLEANDER DRIVE)
0 40 802040
A Division of TranSystems
PROJECT ENGINEER
N
A
D

8
3
/N
A

2
0
11
S
E
E

S
H
E
E
T

7
M
A
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C
H
L
I
N
E

-
L
-

S
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A
.

3
2
+
0
0
S
E
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S
H
E
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9
M
A
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C
H
L
I
N
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-
L
-

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A
. 3
7
+
5
0
N
A
D
8
3
N
A
2
0
1
1
8
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

404/ CAMA -- WF
SITE 1

SHEET 2 OF 11
PERMIT DRAWING
16 LF PIPE IN AEC
67.5 SF
TEMPORARY IMPACT:
431.3 SF
TEMPORARY IMPACT:
TEMPORARY IMPACT
*
*
*
*
**
*
**
*
*NO HEAVY MACHINERY IN WETLAND
32 33 34 35 36 37
PI = 32+00.00
EL = 14.08'
(-)1.8057%
PI = 32+25.00
EL = 13.63'
PI = 32+50.00
EL = 13.12'
(-)2.0320%
(-)1.9739%
PI = 32+75.00
EL = 12.63'
(-)1.7113%
PI = 33+00.00
EL = 12.20'
(-)2.0111%
PI = 33+25.00
EL = 11.70'
PI = 33+50.00
EL = 11.13'
(-)2.2854%
(-)2.4316%
PI = 33+75.00
EL = 10.52'
(-)2.3478%
PI = 34+00.00
EL = 9.93'
(-)2.3432%
9
.6
7
PI = 35+25.00
EL = 7.18'
(-)1.0502%
(-)0.8293%
7
.3
3
PI = 35+50.03
EL = 6.97'
(-)0.7015%
PI = 35+75.00
EL = 6.80'
PI = 36+00.00
EL = 6.65'
(-)0.5822%
PI = 36+25.00
EL = 6.48'
(-)0.6954%
(-)1.2319%
PI = 36+50.00
EL = 6.17'
(-)1.1975%
PI = 36+75.00
EL = 5.87'
PI = 37+00.00
EL = 5.62'
(-)0.9851%
PI = 37+25.00
EL = 5.37'
(-)1.0207%
(-)0.8716%
EXISTING GROUND AT TRAIL LEFT EOP
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
EXISTING GROUND AT TRAIL LEFT EOP
CURB RAMP TRANSITION
CURB RAMP TRANSITION PI = 37+50.00
EL = 5.15'
(-) 2
.600%
ELEV. = 5.10'
STA. = 35+00.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 4.45'
STA. = 35+25.00 RT.
END RT. DITCH GRADE
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
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0
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24
28
GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SSMH RIM=5.02'
SSMH RIM=4.86'
INV OUT 8" PVC=-3.39'(N)
SSMH RIM=7.40'
INV IN 8" DIP=-5.30'(S)
INV OUT 10" DIP=-5.30'(E)
PP
PP
GW PP
PP
MH
MH
MH
207
9.02
PKS
3
5
CR
CR
.
0
15
.
0
15
.
0
15
C
F F
F
F
C
F F
FF F
F
C
C
F
SEE DETAIL 2
TOE PROTECTION
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 35+00 RT TO -L- STA. 35+25 RT
DETAIL 1
15
"
RCP
-V

15" RCP-V
CB
CB
FROM -L- STA. 32+00 RT TO -L- STA. 32+50 RT
Type of Liner=Class 'B' Rip-Rap EST. 55 SYGF
EST. 25 TONS
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 35+25 RT TO -L- STA. 35+37 RT
DETAIL 3
2.0'

Type of Liner=Class 'I' Rip Rap, 7.5 TONS, 7.5 SYGF
Grade
Ditch
GEOTEXTILE
1.0'min.
Pad= 5' x 13'
SEE DETAIL 3
EMBANKMENT
RIP RAP AT
SEE DETAIL 1
1-FT BASE DITCH
SPECIAL LATERAL
NHW NHW
NHW NHW
AEC BOUNDARY
BOUNDARY
AEC
S
E
E

S
H
E
E
T

7
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A
.

3
2
+
0
0
S
E
E

S
H
E
E
T

9
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A
. 3
7
+
5
0
N
A
D
8
3
N
A
2
0
1
1
8
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

404/ CAMA -- WF
SITE 1

SHEET 3 OF 11
PERMIT DRAWING
16 LF PIPE IN AEC
TEMPORARY IMPACT
*
*
*
*
**
*
**
*
*
67.5 SF
TEMPORARY IMPACT:
431.3 SF
TEMPORARY IMPACT:
NO HEAVY MACHINERY IN WETLAND
32 33 34 35 36 37
PI = 32+00.00
EL = 14.08'
(-)1.8057%
PI = 32+25.00
EL = 13.63'
PI = 32+50.00
EL = 13.12'
(-)2.0320%
(-)1.9739%
PI = 32+75.00
EL = 12.63'
(-)1.7113%
PI = 33+00.00
EL = 12.20'
(-)2.0111%
PI = 33+25.00
EL = 11.70'
PI = 33+50.00
EL = 11.13'
(-)2.2854%
(-)2.4316%
PI = 33+75.00
EL = 10.52'
(-)2.3478%
PI = 34+00.00
EL = 9.93'
(-)2.3432%
9
.6
7
PI = 35+25.00
EL = 7.18'
(-)1.0502%
(-)0.8293%
7
.3
3
PI = 35+50.03
EL = 6.97'
(-)0.7015%
PI = 35+75.00
EL = 6.80'
PI = 36+00.00
EL = 6.65'
(-)0.5822%
PI = 36+25.00
EL = 6.48'
(-)0.6954%
(-)1.2319%
PI = 36+50.00
EL = 6.17'
(-)1.1975%
PI = 36+75.00
EL = 5.87'
PI = 37+00.00
EL = 5.62'
(-)0.9851%
PI = 37+25.00
EL = 5.37'
(-)1.0207%
(-)0.8716%
EXISTING GROUND AT TRAIL LEFT EOP
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
EXISTING GROUND AT TRAIL LEFT EOP
CURB RAMP TRANSITION
CURB RAMP TRANSITION PI = 37+50.00
EL = 5.15'
(-) 2
.600%
ELEV. = 5.10'
STA. = 35+00.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 4.45'
STA. = 35+25.00 RT.
END RT. DITCH GRADE
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
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9
9
1/
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/
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0
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16
20
24
28
GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
SSMH RIM=5.02'
SSMH RIM=4.86'
INV OUT 8" PVC=-3.39'(N)
SSMH RIM=7.40'
INV IN 8" DIP=-5.30'(S)
INV OUT 10" DIP=-5.30'(E)
PP
PP
GW PP
PP
MH
MH
MH
207
9.02
PKS
-
2
-2
-1
0
0
1
2
2
2
2
2
2
2
3
3
3
3
4
4
55
5
5
5
5
5
6 6 6
6
6
7
7
8
9
10
10
11
12
13
14
1
4
3
5
CR
CR
.
0
15
.
0
15
.
0
15
C
F F
F
F
C
F F
FF F
F
C
C
F
SEE DETAIL 2
TOE PROTECTION
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 35+00 RT TO -L- STA. 35+25 RT
DETAIL 1
15
"
RCP
-V

15" RCP-V
CB
CB
FROM -L- STA. 32+00 RT TO -L- STA. 32+50 RT
Type of Liner=Class 'B' Rip-Rap EST. 55 SYGF
EST. 25 TONS
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 35+25 RT TO -L- STA. 35+37 RT
DETAIL 3
2.0'

Type of Liner=Class 'I' Rip Rap, 7.5 TONS, 7.5 SYGF
Grade
Ditch
GEOTEXTILE
1.0'min.
Pad= 5' x 13'
SEE DETAIL 3
EMBANKMENT
RIP RAP AT
SEE DETAIL 1
1-FT BASE DITCH
SPECIAL LATERAL
NHW NHW
NHW NHW
AEC BOUNDARY
BOUNDARY
AEC
S
E
E

S
H
E
E
T

8
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A
. 3
7
+
5
0
N
A
D
8
3

N
A
2
0
1
1
9
S
E
E

S
H
E
E
T

10
M
A
T
C
H
L
IN
E

-
L
-

S
T
A
. 4
3
+
0
0
WETLAND
DENOTES FILL IN
E E IN WETLAND
DENOTES EXCAVATION
F F
84.2 SF
WETLAND
FILL IN
63.3 SF
WETLAND
FILL IN
497.7 SF
IN WETLAND
EXCAVATION
58.3 SF
WETLAND
FILL IN
BOUNDARY
AEC
126.0 SF
IN WETLAND
EXCAVATION
404 -- WD
SITE 2
404/ CAMA -- WF
SITE 1 (CONTINUED)
SHEET 4 OF 11
PERMIT DRAWING
12.4 SF
(INSIDE AEC)
FILL IN WETLAND
87.2 SF
(INSIDE AEC)
FILL IN WETLAND
TEMPORARY IMPACT
*
*
*
*
**
*
**
*
*
31.3 SF
TEMPORARY IMPACT:
NO HEAVY MACHINERY IN WETLAND
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
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0
4
8
12
16
20
24
28
GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
70' CAROLINA POWER & LIGHT COMPANY
RIGHT OF WAY
PP
206
9.31
TNS4
0
.0
15.
0
15
.0
15
.0
1
.0
0
.0
1
.0
15
.0
15
.0
15
.0
15
+
6
2
.8
3
C
C
C
C
F
F
F
F
F
F
C
F
C C
CC
C
C C
C
C
C
C
FF F
C
C CF
F
F
RETAIN
RETAIN
RETAIN
EST. 7 SYGF
EST. 2 TONS
CL. 'B' RIP RAP
EST. 7 SYGF
EST. 2 TONS
CL. 'B' RIP RAP
GRADE TO DRAIN
18" RCP-IV
38 39 40 41 42 43
PI = 37+50.00
EL = 5.15'
(-)0.4768%
PI = 37+75.00
EL = 5.03'
PI = 38+00.00
EL = 5.06'
(+)0.0996%
PI = 38+25.00
EL = 5.07'
(+)0.0458%
PI = 38+50.00
EL = 5.11'
(+)0.1567%
PI = 38+75.00
EL = 5.11'
(+)0.0075%
(-)0.2082%
PI = 39+00.00
EL = 5.06'
(-)0.3187%
PI = 39+25.00
EL = 4.98'
(-)1.0516%
PI = 39+50.00
EL = 4.71'
(+)3.7414%
PI = 39+75.00
EL = 5.65'
(+)0.8980%
PI = 40+00.00
EL = 5.87'
(+)0.9393%
PI = 40+25.00
EL = 6.11'
(+)0.9355%
PI = 40+50.00
EL = 6.34'
(+)1.9369%
6
.7
3
PI = 41+00.00
EL = 7.41'
(+)1.8240%
(+)3.2149%
7
.0
4
PI = 41+25.00
EL = 8.22'
(+)3.7216%
8
.6
5
PI = 41+50.00
EL = 9.03'
(+)2.8210%
(+)0.9489%
8
.9
3
PI = 41+75.00
EL = 9.26'
PI = 42+00.00
EL = 9.67'
(+)1.6275%
(+)4.6876%
10
.3
3
PI = 42+50.00
EL = 10.38'
(-)0.4490%
10
.4
9
PI = 42+75.00
EL = 10.40'
(+)0.0767%
(-)0.7281%
PROFILE LEFT EOP
PROPOSED TRAIL
EXISTING GROUND AT TRAIL LEFT EOP EXISTING DRIVEWAY TIEEXISTING DRIVEWAY TIE
EXISTING DRIVEWAY TIE
EXISTING DRIVEWAY TIE
EXISTING DRIVEWAY TIE
EXISTING DRIVEWAY TIE
AT TRAIL LEFT EOP
EXISTING GROUND
AT TRAIL LEFT EOP
EXISTING GROUND
EL = 10.22'
PI = 43+00.00
AT TRAIL LEFT EOP
EXISTING GROUND
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
NHW
NHW
AEC BOUNDARY
S
E
E

S
H
E
E
T

8
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A
. 3
7
+
5
0
N
A
D
8
3

N
A
2
0
1
1
9
S
E
E

S
H
E
E
T

10
M
A
T
C
H
L
IN
E

-
L
-

S
T
A
. 4
3
+
0
0
WETLAND
DENOTES FILL IN
E E IN WETLAND
DENOTES EXCAVATION
F F
84.2 SF
WETLAND
FILL IN
63.3 SF
WETLAND
FILL IN
497.7 SF
IN WETLAND
EXCAVATION
58.3 SF
WETLAND
FILL IN
BOUNDARY
AEC
126.0 SF
IN WETLAND
EXCAVATION
404 -- WD
SITE 2
404/ CAMA -- WF
SITE 1 (CONTINUED)
SHEET 5 OF 11
PERMIT DRAWING
12.4 SF
(INSIDE AEC)
FILL IN WETLAND
87.2 SF
(INSIDE AEC)
FILL IN WETLAND
TEMPORARY IMPACT
*
*
*
*
**
*
**
*
*
431.3 SF
TEMPORARY IMPACT:
NO HEAVY MACHINERY IN WETLAND
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
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0
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20
24
28
GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
70' CAROLINA POWER & LIGHT COMPANY
RIGHT OF WAY
PP
206
9.31
TNS
2
3
3
4
4 4
4
5
5
55
5
5
5
5
5
5
5
5
5
5
5
6
6
6
66
6
6
6
6
6
6
6
6
6
6
7
7
7
7
7
7
7
8
8
8
8
8
9
9
9
9
10
10
1
0
10
10
4
0
.0
15.
0
15
.0
15
.0
1
.0
0
.0
1
.0
15
.0
15
.0
15
.0
15
+
6
2
.8
3
C
C
C
C
F
F
F
F
F
F
C
F
C C
CC
C
C C
C
C
C
C
FF F
C
C CF
F
F
RETAIN
RETAIN
RETAIN
EST. 7 SYGF
EST. 2 TONS
CL. 'B' RIP RAP
EST. 7 SYGF
EST. 2 TONS
CL. 'B' RIP RAP
GRADE TO DRAIN
18" RCP-IV
38 39 40 41 42 43
PI = 37+50.00
EL = 5.15'
(-)0.4768%
PI = 37+75.00
EL = 5.03'
PI = 38+00.00
EL = 5.06'
(+)0.0996%
PI = 38+25.00
EL = 5.07'
(+)0.0458%
PI = 38+50.00
EL = 5.11'
(+)0.1567%
PI = 38+75.00
EL = 5.11'
(+)0.0075%
(-)0.2082%
PI = 39+00.00
EL = 5.06'
(-)0.3187%
PI = 39+25.00
EL = 4.98'
(-)1.0516%
PI = 39+50.00
EL = 4.71'
(+)3.7414%
PI = 39+75.00
EL = 5.65'
(+)0.8980%
PI = 40+00.00
EL = 5.87'
(+)0.9393%
PI = 40+25.00
EL = 6.11'
(+)0.9355%
PI = 40+50.00
EL = 6.34'
(+)1.9369%
6
.7
3
PI = 41+00.00
EL = 7.41'
(+)1.8240%
(+)3.2149%
7
.0
4
PI = 41+25.00
EL = 8.22'
(+)3.7216%
8
.6
5
PI = 41+50.00
EL = 9.03'
(+)2.8210%
(+)0.9489%
8
.9
3
PI = 41+75.00
EL = 9.26'
PI = 42+00.00
EL = 9.67'
(+)1.6275%
(+)4.6876%
10
.3
3
PI = 42+50.00
EL = 10.38'
(-)0.4490%
10
.4
9
PI = 42+75.00
EL = 10.40'
(+)0.0767%
(-)0.7281%
PROFILE LEFT EOP
PROPOSED TRAIL
EXISTING GROUND AT TRAIL LEFT EOP EXISTING DRIVEWAY TIEEXISTING DRIVEWAY TIE
EXISTING DRIVEWAY TIE
EXISTING DRIVEWAY TIE
EXISTING DRIVEWAY TIE
EXISTING DRIVEWAY TIE
AT TRAIL LEFT EOP
EXISTING GROUND
AT TRAIL LEFT EOP
EXISTING GROUND
EL = 10.22'
PI = 43+00.00
AT TRAIL LEFT EOP
EXISTING GROUND
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
NHW
NHW
AEC BOUNDARY
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4
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N
A
D
8
3
N
A
2
0
1
1
11
404 -- WG
SITE 3
E E IN WETLAND
DENOTES EXCAVATION
SHEET 6 OF 11
PERMIT DRAWING
1,948.8 SF, 1' DEPTH
IN WETLAND
EXCAVATION
NO HEAVY MACHINERY IN WETLAND
209.3 SF
TEMPORARY IMPACT:
TEMPORARY IMPACT
*
*
*
*
**
*
**
*
*
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
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GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
MH
PP
GW
GW
PP
MH
MH
MH
MH
MH MH
205
14.85
TNS
407
16.12
TNS
408
12.35
TNS
5
0
CR
.
0
15
CR
.
0
15
.
0
15
.
0
1
.0
0
.0
1
.0
15
C
C C F
F
C
F
C
C
C
C
GUM 9
"
P
INE 2
0
"
P
INE 1
2
"
MAG 5
"
OAK 1
2
"
PINE 1
9
"
CEDAR 8
"
MAG 8
"
MAG 1
3
"
MAG 1
2
"
REMOVE
RETAIN
RETAIN
RETAIN
REMOVE
18
" RC
P-IV
CB
CB
18" RCP-IV
18" RCP-IV
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
18" RCP-IV
RETAIN DI
RETAIN
EST. 7 SYGF
EST. 2 TONS
CL. 'B' RIP RAP
3:
1 D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 48+00 RT TO -L- STA. 49+42 RT
DETAIL 1
B=1.0 Ft.
Min. D=0.5 Ft.
Ground
Natural
Slope
Fill
1
8
" RC
P
-IV

INLETS
REMOVE 12"x12"
SEE SHEET 2D-1
ATTACH TO EX. PIPE
OFFSET CB
Flatter3:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT 'V' DITCH
DETAIL 6
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
FROM -L- STA. 49+42 RT TO STA. 50+00 RT
CB
TB 2GI
18" RCP-IV
18" CMP
REMOVE 94' OF
PAD: 2' X 4'
EST. 7 SYGF
EST. 2 TONS
CL. 'B' RIP RAP
TB JB w/MH
REPLACE W/
REMOVE DI AND
RETAIN DI
SEE DETAIL 1
1-FT BASE DITCH
SPECIAL LATERAL
49 50 51 52 53 54
PI = 48+50.00
EL = 12.19'
PI = 48+75.00
PI = 49+00.00
PI = 49+25.00
PI = 49+50.00
PI = 49+75.00
EL = 13.72'
PI = 50+00.00
EL = 13.82'
PI = 50+25.00
EL = 14.18'
PI = 50+50.00
EL = 14.55'
PI = 50+75.00
EL = 14.89'
PI = 51+00.00
EL = 15.25'
PI = 51+25.00
EL = 15.42'
PI = 51+50.00
EL = 15.58'
PI = 51+75.00
EL = 15.64'
PI = 52+00.00
EL = 15.70'
PI = 52+25.00
EL = 15.73'
PI = 52+50.00
EL = 15.78'
15
.7
8
PI = 53+25.00
EL = 16.12'
16
.12
PI = 53+50.00
EL = 16.11'
PI = 53+75.00
EL = 16.09'
(-)0.0883%
PI = 54+00.00
EL = 16.07'
PROFILE LEFT EOP
PROPOSED TRAIL
EXISTING GROUND AT TRAIL LEFT EOP
PROFILE LEFT EOP
PROPOSED TRAIL
AT TRAIL LEFT EOP
EXISTING GROUND
TRANSITION
CURB RAMP
TRANSITION
CURB RAMP
EL = 12.36'
(+)0.6800%
EL = 12.64'
(+)1.1200%
EL = 12.72'
(+)0.3200%
EL = 13.63'
(+)2.0400%
(-)0.0800%
(+)0.1200%
(+)0.2000%
(-)0.0400%
(-)0.0824%
ELEV. = 10.11'
STA. = 48+00.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 6.68'
STA. = 49+42.00 RT.
END RT. DITCH GRADE ELEV. = 8.36'
PI STA. = 49+75.00 RT.
ELEV. = 10.34'
STA. = 50+00.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 14.38'
STA. = 51+57.00 RT.
END RT. DITCH GRADE
ELEV. = 14.03'
STA. = 50+84.00 RT.
BEGIN RT. DITCH GRADE
(+)1.4400%
(+)0.6800%(+)0.6400%
(+)1.4800%
(+)1.4400%(+)1.3600%
(+)0.4000%(+)3.6400%
(+)0.3600%
S
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C
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L
I
N
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-
L
-

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T
A
. 5
4
+
0
0
N
A
D
8
3
N
A
2
0
1
1
11
404 -- WG
SITE 3
E E IN WETLAND
DENOTES EXCAVATION
SHEET 7 OF 11
PERMIT DRAWING
1,948.8 SF, 1' DEPTH
IN WETLAND
EXCAVATION
NO HEAVY MACHINERY IN WETLAND
209.3 SF
TEMPORARY IMPACT:
TEMPARARY IMPACT
*
*
*
*
**
*
**
*
*
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
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GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
MH
PP
GW
GW
PP
MH
MH
MH
MH
MH MH
205
14.85
TNS
407
16.12
TNS
408
12.35
TNS
7
8
8
9
9
9
9
9
10
10
10
10
10
11
11
11
12
12
1
2
12
1
2 1212
13
13
13
13
13 1313
14
14
141515 15
1515
15
1
5
15 1515
15
16
16
16
16
16
1
7
5
0
CR
.
0
15
CR
.
0
15
.
0
15
.
0
1
.0
0
.0
1
.0
15
C
C C F
F
C
F
C
C
C
C
GUM 9
"
P
INE 2
0
"
P
INE 1
2
"
MAG 5
"
OAK 1
2
"
PINE 1
9
"
CEDAR 8
"
MAG 8
"
MAG 1
3
"
MAG 1
2
"
REMOVE
RETAIN
RETAIN
RETAIN
REMOVE
18
" RC
P-IV
CB
CB
18" RCP-IV
18" RCP-IV
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
18" RCP-IV
RETAIN DI
RETAIN
EST. 7 SYGF
EST. 2 TONS
CL. 'B' RIP RAP
3:
1 D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
FROM -L- STA. 48+00 RT TO -L- STA. 49+42 RT
DETAIL 1
B=1.0 Ft.
Min. D=0.5 Ft.
Ground
Natural
Slope
Fill
1
8
" RC
P
-IV

INLETS
REMOVE 12"x12"
SEE SHEET 2D-1
ATTACH TO EX. PIPE
OFFSET CB
Flatter3:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT 'V' DITCH
DETAIL 6
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
FROM -L- STA. 49+42 RT TO STA. 50+00 RT
CB
TB 2GI
18" RCP-IV
18" CMP
REMOVE 94' OF
PAD: 2' X 4'
EST. 7 SYGF
EST. 2 TONS
CL. 'B' RIP RAP
TB JB w/MH
REPLACE W/
REMOVE DI AND
RETAIN DI
SEE DETAIL 1
1-FT BASE DITCH
SPECIAL LATERAL
49 50 51 52 53 54
PI = 48+50.00
EL = 12.19'
PI = 48+75.00
PI = 49+00.00
PI = 49+25.00
PI = 49+50.00
PI = 49+75.00
EL = 13.72'
PI = 50+00.00
EL = 13.82'
PI = 50+25.00
EL = 14.18'
PI = 50+50.00
EL = 14.55'
PI = 50+75.00
EL = 14.89'
PI = 51+00.00
EL = 15.25'
PI = 51+25.00
EL = 15.42'
PI = 51+50.00
EL = 15.58'
PI = 51+75.00
EL = 15.64'
PI = 52+00.00
EL = 15.70'
PI = 52+25.00
EL = 15.73'
PI = 52+50.00
EL = 15.78'
15
.7
8
PI = 53+25.00
EL = 16.12'
16
.12
PI = 53+50.00
EL = 16.11'
PI = 53+75.00
EL = 16.09'
(-)0.0883%
PI = 54+00.00
EL = 16.07'
PROFILE LEFT EOP
PROPOSED TRAIL
EXISTING GROUND AT TRAIL LEFT EOP
PROFILE LEFT EOP
PROPOSED TRAIL
AT TRAIL LEFT EOP
EXISTING GROUND
TRANSITION
CURB RAMP
TRANSITION
CURB RAMP
EL = 12.36'
(+)0.6800%
EL = 12.64'
(+)1.1200%
EL = 12.72'
(+)0.3200%
EL = 13.63'
(+)2.0400%
(-)0.0800%
(+)0.1200%
(+)0.2000%
(-)0.0400%
(-)0.0824%
ELEV. = 10.11'
STA. = 48+00.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 6.68'
STA. = 49+42.00 RT.
END RT. DITCH GRADE ELEV. = 8.36'
PI STA. = 49+75.00 RT.
ELEV. = 10.34'
STA. = 50+00.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 14.38'
STA. = 51+57.00 RT.
END RT. DITCH GRADE
ELEV. = 14.03'
STA. = 50+84.00 RT.
BEGIN RT. DITCH GRADE
(+)1.4400%
(+)0.6800%(+)0.6400%
(+)1.4800%
(+)1.4400%(+)1.3600%
(+)0.4000%(+)3.6400%
(+)0.3600%
S
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S
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14
M
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C
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L
I
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-
L
-

S
T
A
. 6
5
+
0
0
13
N
A
D
8
3
N
A
2
0
1
1
404 -- WB
SITE 4
WETLAND
DENOTES FILL INFF
SHEET 8 OF 11
PERMIT DRAWING
281.9 SF
WETLAND
FILL IN
TEMPORARY IMPACT
*
*
*
*
**
*
**
*
*
104.7 SF
TEMPORARY IMPACT:
NO HEAVY MACHINERY IN WETLAND
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
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GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
MH
MH
MH
204
15.01
TNS
305
11.85
TNS305405
11.85
TNS
6
0
CR CR CR
.
0
15
.
0
15
.
0
15
.
0
15
C
F F
C
F
F
C
C
F
RETAINRETAIN
RETAIN RETAIN
RETA
IN
RETAIN
RETA
IN
REMOVE
CB
TO JB w/ MH
CONVERT DI
15
"
REMOVE DI
FLARED END SECTION
EXTEND 48" RCP AND INSTALL
REMOVE FLARED END SECTION
132 SF
PAD: 6.4' x 19.4'
EST. 75 SYGF
EST. 34 TONS
CL. 'I' RIP RAP
60 61 62 63 64 65
PI = 59+50.00
EL = 16.08'
PI = 59+75.00
EL = 16.00'
(-)0.3423%
(-)0.4594%
PI = 60+00.00
EL = 15.88'
(-)0.3687%
PI = 60+25.00
EL = 15.79'
PI = 60+50.00
EL = 15.76'
(-)0.1122%
PI = 60+75.00
EL = 15.61'
(-)0.6123%
(-)0.6123%
PI = 61+00.00
EL = 15.45'
PI = 61+25.00
EL = 15.26'
(-)0.7855%
(-)0.7939%
PI = 61+50.00
EL = 15.06'
PI = 61+75.00
EL = 15.40'
14
.9
4
PI = 63+00.00
EL = 13.82'
(-)0.1685%
13
.8
3
PI = 63+25.00
EL = 13.61'
(-)0.8520%
PI = 63+50.00
EL = 13.47'
(-)0.5637%
(-)0.3605%
PI = 63+75.00
EL = 13.38'
PI = 64+00.00
EL = 13.27'
(-)0.4154%
PI = 64+25.00
EL = 13.07'
(-)0.7931%
PI = 64+50.00
EL = 13.08'
(+)0.0318%
PI = 64+75.00
EL = 13.20'
13
.0
3
EXISTING GROUND AT TRAIL LEFT EOP
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
EXISTING GROUND AT TRAIL LEFT EOP
CURB RAMP TRANSITION
CURB RAMP TRANSITION
(+)1.3602%
(-
)3
.9087%
(+)0.4746%
(-)4
.3
0
6
1%
S
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5
+
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0
13
N
A
D
8
3
N
A
2
0
1
1
404 -- WB
SITE 4
WETLAND
DENOTES FILL INFF
SHEET 9 OF 11
PERMIT DRAWING
281.9 SF
WETLAND
FILL IN
TEMPORARY IMPACT
*
*
*
*
**
*
**
*
*
104.7 SF
TEMPORARY IMPACT:
NO HEAVY MACHINERY IN WETLAND
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
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28
GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
MH
MH
MH
204
15.01
TNS
305
11.85
TNS305405
11.85
TNS
6
7
89
9
9
9
10
10
10
10 10
1010
11
11
11
11
11
12
12
12
12 12
12
1212
12
12
13
13
13
13
13
13
13
1
3
13
14
14 1414
14
14
14
1
4
1
4
1
4
1414
1
4
15
15
15
15
15
1
5
15
15
15
16
16
16
17
18 18
19
6
0
CR CR CR
.
0
15
.
0
15
.
0
15
.
0
15
C
F F
C
F
F
C
C
F
RETAINRETAIN
RETAIN RETAIN
RETA
IN
RETAIN
RETA
IN
REMOVE
CB
TO JB w/ MH
CONVERT DI
15
"
REMOVE DI
FLARED END SECTION
EXTEND 48" RCP AND INSTALL
REMOVE FLARED END SECTION
132 SF
PAD: 6.4' x 19.4'
EST. 75 SYGF
EST. 34 TONS
CL. 'I' RIP RAP
60 61 62 63 64 65
PI = 59+50.00
EL = 16.08'
PI = 59+75.00
EL = 16.00'
(-)0.3423%
(-)0.4594%
PI = 60+00.00
EL = 15.88'
(-)0.3687%
PI = 60+25.00
EL = 15.79'
PI = 60+50.00
EL = 15.76'
(-)0.1122%
PI = 60+75.00
EL = 15.61'
(-)0.6123%
(-)0.6123%
PI = 61+00.00
EL = 15.45'
PI = 61+25.00
EL = 15.26'
(-)0.7855%
(-)0.7939%
PI = 61+50.00
EL = 15.06'
PI = 61+75.00
EL = 15.40'
14
.9
4
PI = 63+00.00
EL = 13.82'
(-)0.1685%
13
.8
3
PI = 63+25.00
EL = 13.61'
(-)0.8520%
PI = 63+50.00
EL = 13.47'
(-)0.5637%
(-)0.3605%
PI = 63+75.00
EL = 13.38'
PI = 64+00.00
EL = 13.27'
(-)0.4154%
PI = 64+25.00
EL = 13.07'
(-)0.7931%
PI = 64+50.00
EL = 13.08'
(+)0.0318%
PI = 64+75.00
EL = 13.20'
13
.0
3
EXISTING GROUND AT TRAIL LEFT EOP
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
EXISTING GROUND AT TRAIL LEFT EOP
CURB RAMP TRANSITION
CURB RAMP TRANSITION
(+)1.3602%
(-
)3
.9087%
(+)0.4746%
(-)4
.3
0
6
1%
ww
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
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GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
PPPPPPGWPP
GW
PPPP
PP
PP
MH
MH
MH
MH
MH
MH
MH
LP AEL30
POLE ABANDON
301
14.69
TNS301401
14.69
TNS
415
12.98
TNS
7
5
CR CR CR
F
CF
C
C
C C
C
F F
C
C
C
RETAIN
REMOVE
REMOVE
RETA
IN
REMOVE REMOVE
15" RCP-IV
15" RCP-IV
15" RCP-IV
2GI-D
2GI-D
SEE DETAIL 3
RIP RAP AT EMBANKMENT
REMOVE DI REMOVE DI
CB
Flatter3:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM -L- STA. 73+00 RT TO STA. 73+40 RT
DETAIL 6
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
FROM -L- STA. 73+40 RT TO STA. 74+25 RT
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
REMOVE
FROM -L- STA. 75+75 RT TO STA. 76+50 RT
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
SEE DETAIL 5
GRADE=9.000%
WITH CLASS 'A' RIP RAP
STANDARD 'V' DITCH
18"
18
"
R
C
P
-IV
TB JB w/MH
60" CMP
COLLAR AND EXTEND
SEE DETAIL 2
SPECIAL CUT GRASSED SWALE
3:
1 D
B
( Not to Scale)
Flatter3:1 or
FROM -L- STA. 72+15 RT TO -L- STA. 72+50 RT
DETAIL 2
B=1.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
SPECIAL CUT GRASSED SWALE
( Not to Scale)
RIP RAP AT EMBANKMENT
Grade
Ditch
GEOTEXTILE
1.0'min.
FROM -L- STA. 72+05 RT TO -L- STA. 72+15 RT
DETAIL 3
2.0'

Type of Liner=Class 'I' Rip Rap
FROM -L- STA. 71+75 RT TO -L- STA. 71+88 RT
EST. 100 SYGF
EST. 100 TONS
4:14:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
Type of Liner=Class 'A' Rip-Rap
Max. d=0.5 Ft.
Min. D=0.5 Ft.
DETAIL 5
Ground
Natural
Ground
Natural
Geotextile
EST. 5.5 SYGF
EST. 2.5 TONS
FROM -L- STA. 71+64 RT TO -L- STA. 71+75 RT
19' INSIDE AEC
60'
IN
S
ID
E
A
E
C
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
71 72 73 74 75 76
PI = 70+50.00
EL = 10.69'
PI = 70+75.00
EL = 10.73'
PI = 71+00.00
PI = 71+25.00
EL = 11.10'
PI = 71+50.00
EL = 11.12'
11.8
0
PI = 72+00.00
EL = 12.26'
PI = 72+25.00
PI = 73+00.00
EL = 11.84'
(-)1.9354%
12
.13
PI = 73+25.00
EL = 12.61'
(+)3.0896%
PI = 73+50.00
EL = 12.80'
(+)0.7639%(-)1.7679%
PI = 73+75.00
EL = 12.36'
(+)2.4036%
PI = 74+00.00
EL = 12.96'
(+)2.2629%
PI = 74+25.00
EL = 13.53'
PI = 74+50.00
EL = 12.53'
(-)3
.9985%
PI = 74+75.00
EL = 12.59'
PI = 75+00.00
EL = 13.23'
PI = 75+25.00
EL = 13.59'
PI = 75+50.00
EL = 14.04'
PI = 75+75.00
EL = 14.59'
AT TRAIL LEFT EOP
EXISTING GROUND
EOP
EXISTING GROUND AT TRAIL LEFT
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL CURB RAMP TRANSITION
CURB RAMP TRANSITION
EL = 14.88'
PI = 76+00.00
12
.2
9
12
.6
4
(+)0.3458%(+)0.2479%
(+)2.5600%
(+)1.4400%(+)1.8032%
(+)2.1968%(+)1.1460%
(+) 0.500%
ELEV. = 7.93'
STA. = 72+15.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 8.10'
STA. = 72+50.00 RT.
END RT. DITCH GRADE
ELEV. = 10.94'
STA. = 73+00.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 12.25'
PI STA. = 73+40.00 RT.
ELEV. = 11.70'
PI STA. = 73+80.00 RT.
ELEV. = 12.93'
STA. = 74+25.00 RT.
END RT. DITCH GRADE
ELEV. = 13.70'
STA. = 75+75.00 RT.
BEGIN RT. DITCH GRADE
EXISTING GROUND AT TRAIL LEFT EOP
TRAIL LEFT EOP
EXISTING GROUND AT
(+) 1.800%
(+)0.1600%
EL = 10.95'
(+)0.8800%
(+)0.6000%
(+)0.0800%
(+)3.0630%
EL = 12.53
(+)1.0800%
(-)2.2529%
S
E
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S
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14
M
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C
H
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I
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-
L
-

S
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0
+
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N
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D
8
3
N
A
2
0
1
1
S
E
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S
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M
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I
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-
L
-

S
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A
. 7
6
+
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15
SHEET 10 OF 11
PERMIT DRAWING
23.7 LF
STABILIZATION
CAMA SHORELINE
12.3 LF
STABILIZATION
CAMA SHORELINE
NHW
IMPACT (SA; HQW)
PERMANENT STREAM
BOUNDARY
AEC
BOUNDARY
AEC
S S SURFACE WATER
DENOTES PERMANENT IMPACTS IN
IMPACT
TEMPORARY STREAM
IMPACT
TEMPORARY WETLAND
TEMPORARY IMPACTS
NO HEAVY MACHINERY IN WETLAND
ww
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
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28
GREENVILLE LOOP TRAIL, SEC 2
A Division of TranSystems
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
PPPPPPGWPP
GW
PPPP
PP
PP
MH
MH
MH
MH
MH
MH
MH
LP AEL30
POLE ABANDON
301
14.69
TNS301401
14.69
TNS
415
12.98
TNS
3
3
4
4
5
5
6
6
7
7
8
8
9
9
9
9
1
0
10
10
10
10
10
11
11
11
11
12
12
12
12
12
12
13
13
13
13
13
14
14
14
14
14
1
4
15
15 16
7
5
CR CR CR
F
CF
C
C
C C
C
F F
C
C
C
RETAIN
REMOVE
REMOVE
RETA
IN
REMOVE REMOVE
15" RCP-IV
15" RCP-IV
15" RCP-IV
2GI-D
2GI-D
SEE DETAIL 3
RIP RAP AT EMBANKMENT
REMOVE DI REMOVE DI
CB
Flatter3:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM -L- STA. 73+00 RT TO STA. 73+40 RT
DETAIL 6
Min. D=0.5 Ft.
Ground
Natural Slope
Ditch
Front
FROM -L- STA. 73+40 RT TO STA. 74+25 RT
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
REMOVE
FROM -L- STA. 75+75 RT TO STA. 76+50 RT
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
SEE DETAIL 5
GRADE=9.000%
WITH CLASS 'A' RIP RAP
STANDARD 'V' DITCH
18"
18
"
R
C
P
-IV
TB JB w/MH
60" CMP
COLLAR AND EXTEND
SEE DETAIL 2
SPECIAL CUT GRASSED SWALE
3:
1 D
B
( Not to Scale)
Flatter3:1 or
FROM -L- STA. 72+15 RT TO -L- STA. 72+50 RT
DETAIL 2
B=1.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
SPECIAL CUT GRASSED SWALE
( Not to Scale)
RIP RAP AT EMBANKMENT
Grade
Ditch
GEOTEXTILE
1.0'min.
FROM -L- STA. 72+05 RT TO -L- STA. 72+15 RT
DETAIL 3
2.0'

Type of Liner=Class 'I' Rip Rap
FROM -L- STA. 71+75 RT TO -L- STA. 71+88 RT
EST. 100 SYGF
EST. 100 TONS
4:14:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
Type of Liner=Class 'A' Rip-Rap
Max. d=0.5 Ft.
Min. D=0.5 Ft.
DETAIL 5
Ground
Natural
Ground
Natural
Geotextile
EST. 5.5 SYGF
EST. 2.5 TONS
FROM -L- STA. 71+64 RT TO -L- STA. 71+75 RT
19' INSIDE AEC
60'
IN
S
ID
E
A
E
C
SEE DETAIL 6
SPECIAL CUT 'V' DITCH
71 72 73 74 75 76
PI = 70+50.00
EL = 10.69'
PI = 70+75.00
EL = 10.73'
PI = 71+00.00
PI = 71+25.00
EL = 11.10'
PI = 71+50.00
EL = 11.12'
11.8
0
PI = 72+00.00
EL = 12.26'
PI = 72+25.00
PI = 73+00.00
EL = 11.84'
(-)1.9354%
12
.13
PI = 73+25.00
EL = 12.61'
(+)3.0896%
PI = 73+50.00
EL = 12.80'
(+)0.7639%(-)1.7679%
PI = 73+75.00
EL = 12.36'
(+)2.4036%
PI = 74+00.00
EL = 12.96'
(+)2.2629%
PI = 74+25.00
EL = 13.53'
PI = 74+50.00
EL = 12.53'
(-)3
.9985%
PI = 74+75.00
EL = 12.59'
PI = 75+00.00
EL = 13.23'
PI = 75+25.00
EL = 13.59'
PI = 75+50.00
EL = 14.04'
PI = 75+75.00
EL = 14.59'
AT TRAIL LEFT EOP
EXISTING GROUND
EOP
EXISTING GROUND AT TRAIL LEFT
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL
PROFILE LEFT EOP
PROPOSED TRAIL CURB RAMP TRANSITION
CURB RAMP TRANSITION
EL = 14.88'
PI = 76+00.00
12
.2
9
12
.6
4
(+)0.3458%(+)0.2479%
(+)2.5600%
(+)1.4400%(+)1.8032%
(+)2.1968%(+)1.1460%
(+) 0.500%
ELEV. = 7.93'
STA. = 72+15.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 8.10'
STA. = 72+50.00 RT.
END RT. DITCH GRADE
ELEV. = 10.94'
STA. = 73+00.00 RT.
BEGIN RT. DITCH GRADE
ELEV. = 12.25'
PI STA. = 73+40.00 RT.
ELEV. = 11.70'
PI STA. = 73+80.00 RT.
ELEV. = 12.93'
STA. = 74+25.00 RT.
END RT. DITCH GRADE
ELEV. = 13.70'
STA. = 75+75.00 RT.
BEGIN RT. DITCH GRADE
EXISTING GROUND AT TRAIL LEFT EOP
TRAIL LEFT EOP
EXISTING GROUND AT
(+) 1.800%
(+)0.1600%
EL = 10.95'
(+)0.8800%
(+)0.6000%
(+)0.0800%
(+)3.0630%
EL = 12.53
(+)1.0800%
(-)2.2529%
S
E
E

S
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14
M
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C
H
L
I
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-
L
-

S
T
A
. 7
0
+
5
0
N
A
D
8
3
N
A
2
0
1
1
S
E
E

S
H
E
E
T

16
M
A
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C
H
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I
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-
L
-

S
T
A
. 7
6
+
0
0
15
SHEET 11 OF 11
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
23.7 LF
STABILIZATION
CAMA SHORELINE
12.3 LF
STABILIZATION
CAMA SHORELINE
NHW
IMPACT (SA; HQW)
PERMANENT STREAM
BOUNDARY
AEC
BOUNDARY
AEC
IMPACT
TEMPORARY WETLAND
IMPACT
TEMPORARY STREAM
NO HEAVY MACHINERY IN WETLAND
S S SURFACE WATER
DENOTES PERMANENT IMPACTS IN
TEMPORARY IMPACTS
Nationwide Permit 14
Linear Transportation Projects
Effective Date: February 25, 2022 / Expiration Date: March 14, 2026
Authority: Sections 10 and 404

Activities required for crossings of waters of the United States associated with the construction,
expansion, modification, or improvement of linear transportation projects (e.g., roads,
highways, railways, trails, driveways, airport runways, and taxiways) in waters of the United
States. For linear transportation projects in non-tidal waters, the discharge of dredged or fill
material cannot cause the loss of greater than 1/2-acre of waters of the United States. For
linear transportation projects in tidal waters, the discharge of dredged or fill material cannot
cause the loss of greater than 1/3-acre of waters of the United States. Any stream channel
modification, including bank stabilization, is limited to the minimum necessary to construct or
protect the linear transportation project; such modifications must be in the immediate vicinity of
the project.

This NWP also authorizes temporary structures, fills, and work, including the use of temporary
mats, necessary to construct the linear transportation project. Appropriate measures must be
taken to maintain normal downstream flows and minimize flooding to the maximum extent
practicable, when temporary structures, work, and discharges of dredged or fill material,
including cofferdams, are necessary for construction activities, access fills, or dewatering of
construction sites. Temporary fills must consist of materials, and be placed in a manner, that
will not be eroded by expected high flows. Temporary fills must be removed in their entirety
and the affected areas returned to pre-construction elevations. The areas affected by
temporary fills must be revegetated, as appropriate.

This NWP cannot be used to authorize non-linear features commonly associated with
transportation projects, such as vehicle maintenance or storage buildings, parking lots, train
stations, or aircraft hangars.

Notification: The permittee must submit a pre-construction notification to the district engineer
prior to commencing the activity if: (1) the loss of waters of the United States exceeds 1/10-
acre; or (2) there is a discharge of dredged or fill material in a special aquatic site, including
wetlands. (See general condition 32.) (Authorities: Sections 10 and 404)

Note 1: For linear transportation projects crossing a single waterbody more than one time at
separate and distant locations, or multiple waterbodies at separate and distant locations, each
crossing is considered a single and complete project for purposes of NWP authorization.
Linear transportation projects must comply with 33 CFR 330.6(d).

Note 2: Some discharges of dredged or fill material for the construction of farm roads or forest
roads, or temporary roads for moving mining equipment, may qualify for an exemption under
Section 404(f) of the Clean Water Act (see 33 CFR 323.4).

Note 3: For NWP 14 activities that require pre-construction notification, the PCN must include
any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be
used to authorize any part of the proposed project or any related activity, including other
separate and distant crossings that require Department of the Army authorization but do not
require pre-construction notification (see paragraph (b)(4) of general condition 32). The district
engineer will evaluate the PCN in accordance with Section D, “District Engineer’s Decision.”
The district engineer may require mitigation to ensure that the authorized activity results in no
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

2

more than minimal individual and cumulative adverse environmental effects (see general
condition 23).
GENERAL CONDITIONS

Note: To qualify for NWP authorization, the prospective permittee must comply with the
following general conditions, as applicable, in addition to any regional or case-specific
conditions imposed by the division engineer or district engineer. Prospective permittees should
contact the appropriate Corps district office to determine if regional conditions have been
imposed on an NWP. Prospective permittees should also contact the appropriate Corps district
office to determine the status of Clean Water Act Section 401 water quality certification and/or
Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain
permit authorization under one or more NWPs, or who is currently relying on an existing or
prior permit authorization under one or more NWPs, has been and is on notice that all of the
provisions of 33 CFR 330.1 through 330.6 apply to every NWP authorization. Note especially
33 CFR 330.5 relating to the modification, suspension, or revocation of any NWP
authorization.

1. Navigation.

(a) No activity may cause more than a minimal adverse effect on navigation.

(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or
otherwise, must be installed and maintained at the permittee’s expense on authorized facilities
in navigable waters of the United States.

(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized,
or if, in the opinion of the Secretary of the Army or his authorized representative, said structure
or work shall cause unreasonable obstruction to the free navigation of the navigable waters,
the permittee will be required, upon due notice from the Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such
removal or alteration.

2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those
species that normally migrate through the area, unless the activity's primary purpose is to
impound water. All permanent and temporary crossings of waterbodies shall be suitably
culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the
movement of those aquatic species. If a bottomless culvert cannot be used, then the crossing
should be designed and constructed to minimize adverse effects to aquatic life movements.

3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided
to the maximum extent practicable. Activities that result in the physical destruction (e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important
spawning area are not authorized.

4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.

Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

3

5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless
the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48, or
is a shellfish seeding or habitat restoration activity authorized by NWP 27.

6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies,
asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in
toxic amounts (see section 307 of the Clean Water Act).

7. Water Supply Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.

8. Adverse Effects from Impoundments. If the activity creates an impoundment of water,
adverse effects to the aquatic system due to accelerating the passage of water, and/or
restricting its flow must be minimized to the maximum extent practicable.

9. Management of Water Flows. To the maximum extent practicable, the pre-construction
course, condition, capacity, and location of open waters must be maintained for each activity,
including stream channelization, storm water management activities, and temporary and
permanent road crossings, except as provided below. The activity must be constructed to
withstand expected high flows. The activity must not restrict or impede the passage of normal
or high flows unless the primary purpose of the activity is to impound water or manage high
flows. The activity may alter the pre-construction course, condition, capacity, and location of
open waters if it benefits the aquatic environment (e.g., stream restoration or relocation
activities).

10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-
approved state or local floodplain management requirements.

11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or
other measures must be taken to minimize soil disturbance.

12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls
must be used and maintained in effective operating condition during construction, and all
exposed soil and other fills, as well as any work below the ordinary high water mark or high
tide line, must be permanently stabilized at the earliest practicable date. Permittees are
encouraged to perform work within waters of the United States during periods of low-flow or
no-flow, or during low tides.

13. Removal of Structures and Fills. Temporary structures must be removed, to the
maximum extent practicable, after their use has been discontinued. Temporary fills must be
removed in their entirety and the affected areas returned to pre-construction elevations. The
affected areas must be revegetated, as appropriate.

14. Proper Maintenance. Any authorized structure or fill shall be properly maintained,
including maintenance to ensure public safety and compliance with applicable NWP general
conditions, as well as any activity-specific conditions added by the district engineer to an NWP
authorization.

15. Single and Complete Project. The activity must be a single and complete project. The
same NWP cannot be used more than once for the same single and complete project.

Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

4

16. Wild and Scenic Rivers.

(a) No NWP activity may occur 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 while the river is in an official study status, unless the appropriate Federal agency with
direct management responsibility for such river, has determined in writing that the proposed
activity will not adversely affect the Wild and Scenic River designation or study status.

(b) If a proposed NWP activity will occur 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 while the river is in an official study status, the permittee must submit a pre-
construction notification (see general condition 32). The district engineer will coordinate the
PCN with the Federal agency with direct management responsibility for that river. Permittees
shall not begin the NWP activity until notified by the district engineer that the Federal agency
with direct management responsibility for that river has determined in writing that the proposed
NWP activity will not adversely affect the Wild and Scenic River designation or study status.

(c) Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land
management agency responsible for the designated Wild and Scenic River or study river (e.g.,
National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and
Wildlife Service). Information on these rivers is also available at: http://www.rivers.gov/.

17. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but
not limited to, reserved water rights and treaty fishing and hunting rights.

18. Endangered Species.

(a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize
the continued existence of a threatened or endangered species or a species proposed for such
designation, as identified under the Federal Endangered Species Act (ESA), or which will
directly or indirectly destroy or adversely modify the critical habitat of such species. No activity
is authorized under any NWP which “may affect” a listed species or critical habitat unless ESA
section 7 consultation addressing the consequences of the proposed activity on listed species
or critical habitat has been completed. See 50 CFR 402.02 for the definition of “effects of the
action” for the purposes of ESA section 7 consultation, as well as 50 CFR 402.17, which
provides further explanation under ESA section 7 regarding “activities that are reasonably
certain to occur” and “consequences caused by the proposed action.”

(b) Federal agencies should follow their own procedures for complying with the requirements
of the ESA (see 33 CFR 330.4(f)(1)). If pre-construction notification is required for the
proposed activity, the Federal permittee must provide the district engineer with the appropriate
documentation to demonstrate compliance with those requirements. The district engineer will
verify that the appropriate documentation has been submitted. If the appropriate
documentation has not been submitted, additional ESA section 7 consultation may be
necessary for the activity and the respective federal agency would be responsible for fulfilling
its obligation under section 7 of the ESA.

(c) Non-federal permittees must submit a pre-construction notification to the district engineer if
any listed species or designated critical habitat might be affected or is in the vicinity of the
activity, or if the activity is located in designated critical habitat, and shall not begin work on the
activity until notified by the district engineer that the requirements of the ESA have been
satisfied and that the activity is authorized. For activities that might affect Federally-listed
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

5

endangered or threatened species or designated critical habitat, the pre-construction
notification must include the name(s) of the endangered or threatened species that might be
affected by the proposed activity or that utilize the designated critical habitat that might be
affected by the proposed activity. The district engineer will determine whether the proposed
activity “may affect” or will have “no effect” to listed species and designated critical habitat and
will notify the non- Federal applicant of the Corps’ determination within 45 days of receipt of a
complete pre-construction notification. For activities where the non-Federal applicant has
identified listed species or critical habitat that might be affected or is in the vicinity of the
activity, and has so notified the Corps, the applicant shall not begin work until the Corps has
provided notification that the proposed activity will have “no effect” on listed species or critical
habitat, or until ESA section 7 consultation has been completed. If the non-Federal applicant
has not heard back from the Corps within 45 days, the applicant must still wait for notification
from the Corps.

(d) As a result of formal or informal consultation with the FWS or NMFS the district engineer
may add species specific permit conditions to the NWPs.

(e) Authorization of an activity by an NWP does not authorize the “take” of a threatened or
endangered species as defined under the ESA. In the absence of separate authorization (e.g.,
an ESA Section 10 Permit, a Biological Opinion with “incidental take” provisions, etc.) from the
FWS or the NMFS, the Endangered Species Act prohibits any person subject to the jurisdiction
of the United States to take a listed species, where "take" means to harass, harm, pursue,
hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct.
The word “harm” in the definition of “take'' means an act which actually kills or injures wildlife.
Such an act may include significant habitat modification or degradation where it actually kills or
injures wildlife by significantly impairing essential behavioral patterns, including breeding,
feeding or sheltering.

(f) If the non-federal permittee has a valid ESA section 10(a)(1)(B) incidental take permit with
an approved Habitat Conservation Plan for a project or a group of projects that includes the
proposed NWP activity, the non-federal applicant should provide a copy of that ESA section
10(a)(1)(B) permit with the PCN required by paragraph (c) of this general condition. The district
engineer will coordinate with the agency that issued the ESA section 10(a)(1)(B) permit to
determine whether the proposed NWP activity and the associated incidental take were
considered in the internal ESA section 7 consultation conducted for the ESA section
10(a)(1)(B) permit. If that coordination results in concurrence from the agency that the
proposed NWP activity and the associated incidental take were considered in the internal ESA
section 7 consultation for the ESA section 10(a)(1)(B) permit, the district engineer does not
need to conduct a separate ESA section 7 consultation for the proposed NWP activity. The
district engineer will notify the non-federal applicant within 45 days of receipt of a complete
pre- construction notification whether the ESA section 10(a)(1)(B) permit covers the proposed
NWP activity or whether additional ESA section 7 consultation is required.

(g) Information on the location of threatened and endangered species and their critical habitat
can be obtained directly from the offices of the FWS and NMFS or their worldwide Web pages
at http://www.fws.gov/ or http://www.fws.gov/ipac and
http://www.nmfs.noaa.gov/pr/species/esa/ respectively.

19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring
that an action authorized by NWP complies with the Migratory Bird Treaty Act and the Bald
and Golden Eagle Protection Act. The permittee is responsible for contacting the appropriate
local office of the U.S. Fish and Wildlife Service to determine what measures, if any, are
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

6

necessary or appropriate to reduce adverse effects to migratory birds or eagles, including
whether "incidental take" permits are necessary and available under the Migratory Bird Treaty
Act or Bald and Golden Eagle Protection Act for a particular activity.

20. Historic Properties.

(a) No activity is authorized under any NWP which may have the potential to cause effects to
properties listed, or eligible for listing, in the National Register of Historic Places until the
requirements of Section 106 of the National Historic Preservation Act (NHPA) have been
satisfied.

(b) Federal permittees should follow their own procedures for complying with the requirements
of section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)(1)). If pre-
construction notification is required for the proposed NWP activity, the Federal permittee must
provide the district engineer with the appropriate documentation to demonstrate compliance
with those requirements. The district engineer will verify that the appropriate documentation
has been submitted. If the appropriate documentation is not submitted, then additional
consultation under section 106 may be necessary. The respective federal agency is
responsible for fulfilling its obligation to comply with section 106.

(c) Non-federal permittees must submit a pre-construction notification to the district engineer if
the NWP activity might have the potential to cause effects to any historic properties listed on,
determined to be eligible for listing on, or potentially eligible for listing on the National Register
of Historic Places, including previously unidentified properties. For such activities, the pre-
construction notification must state which historic properties might have the potential to be
affected by the proposed NWP activity or include a vicinity map indicating the location of the
historic properties or the potential for the presence of historic properties. Assistance regarding
information on the location of, or potential for, the presence of historic properties can be sought
from the State Historic Preservation Officer, Tribal Historic Preservation Officer, or designated
tribal representative, as appropriate, and the National Register of Historic Places (see 33 CFR
330.4(g)). When reviewing pre-construction notifications, district engineers will comply with the
current procedures for addressing the requirements of section 106 of the National Historic
Preservation Act. The district engineer shall make a reasonable and good faith effort to carry
out appropriate identification efforts commensurate with potential impacts, which may include
background research, consultation, oral history interviews, sample field investigation, and/or
field survey. Based on the information submitted in the PCN and these identification efforts, the
district engineer shall determine whether the proposed NWP activity has the potential to cause
effects on the historic properties. Section 106 consultation is not required when the district
engineer determines that the activity does not have the potential to cause effects on historic
properties (see 36 CFR 800.3(a)). Section 106 consultation is required when the district
engineer determines that the activity has the potential to cause effects on historic properties.
The district engineer will conduct consultation with consulting parties identified under 36 CFR
800.2(c) when he or she makes any of the following effect determinations for the purposes of
section 106 of the NHPA: no historic properties affected, no adverse effect, or adverse effect.

(d) Where the non-Federal applicant has identified historic properties on which the proposed
NWP activity might have the potential to cause effects and has so notified the Corps, the non-
Federal applicant shall not begin the activity until notified by the district engineer either that the
activity has no potential to cause effects to historic properties or that NHPA section 106
consultation has been completed. For non-federal permittees, the district engineer will notify
the prospective permittee within 45 days of receipt of a complete pre-construction notification
whether NHPA section 106 consultation is required. If NHPA section 106 consultation is
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

7

required, the district engineer will notify the non-Federal applicant that he or she cannot begin
the activity until section 106 consultation is completed. If the non-Federal applicant has not
heard back from the Corps within 45 days, the applicant must still wait for notification from the
Corps.

(e) Prospective permittees should be aware that section 110k of the NHPA (54 U.S.C.
306113) prevents the Corps from granting a permit or other assistance to an applicant who,
with intent to avoid the requirements of section 106 of the NHPA, has intentionally significantly
adversely affected a historic property to which the permit would relate, or having legal power to
prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation
with the Advisory Council on Historic Preservation (ACHP), determines that circumstances
justify granting such assistance despite the adverse effect created or permitted by the
applicant. If circumstances justify granting the assistance, the Corps is required to notify the
ACHP and provide documentation specifying the circumstances, the degree of damage to the
integrity of any historic properties affected, and proposed mitigation. This documentation must
include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the
undertaking occurs on or affects historic properties on tribal lands or affects properties of
interest to those tribes, and other parties known to have a legitimate interest in the impacts to
the permitted activity on historic properties.

21. Discovery of Previously Unknown Remains and Artifacts. Permittees that discover any
previously unknown historic, cultural or archeological remains and artifacts while
accomplishing the activity authorized by NWP, they must immediately notify the district
engineer of what they have found, and to the maximum extent practicable, avoid construction
activities that may affect the remains and artifacts until the required coordination has been
completed. The district engineer will initiate the Federal, Tribal, and state coordination required
to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in
the National Register of Historic Places.

22. Designated Critical Resource Waters. Critical resource waters include, NOAA-managed
marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The
district engineer may designate, after notice and opportunity for public comment, additional
waters officially designated by a state as having particular environmental or ecological
significance, such as outstanding national resource waters or state natural heritage sites. The
district engineer may also designate additional critical resource waters after notice and
opportunity for public comment.

(a) Discharges of dredged or fill material into waters of the United States are not authorized
by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, 52, 57 and 5258 for
any activity within, or directly affecting, critical resource waters, including wetlands adjacent to
such waters.

(b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, 38,
and 54, notification is required in accordance with general condition 32, for any activity
proposed by permittees in the designated critical resource waters including wetlands adjacent
to those waters. The district engineer may authorize activities under these NWPs only after
she or he determines that the impacts to the critical resource waters will be no more than
minimal.

23. Mitigation. The district engineer will consider the following factors when determining
appropriate and practicable mitigation necessary to ensure that the individual and cumulative
adverse environmental effects are no more than minimal:
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions
8
(a)The activity must be designed and constructed 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 (i.e., on site).
(b)Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for
resource losses) will be required to the extent necessary to ensure that the individual and
cumulative adverse environmental effects are no more than minimal.
(c)Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland
losses that exceed 1⁄10-acre and require pre-construction notification, unless the district
engineer determines in writing that either some other form of mitigation would be more
environmentally appropriate or the adverse environmental effects of the proposed activity are
no more than minimal, and provides an activity-specific waiver of this requirement. For wetland
losses of 1⁄10-acre or less that require pre-construction notification, the district engineer may
determine on a case-by-case basis that compensatory mitigation is required to ensure that the
activity results in only minimal adverse environmental effects.
(d)Compensatory mitigation at a minimum one-for-one ratio will be required for all losses of
stream bed that exceed 3/100-acre and require pre-construction notification, unless the district
engineer determines in writing that either some other form of mitigation would be more
environmentally appropriate or the adverse environmental effects of the proposed activity are
no more than minimal, and provides an activity-specific waiver of this requirement. This
compensatory mitigation requirement may be satisfied through the restoration or enhancement
of riparian areas next to streams in accordance with paragraph (e) of this general condition. For
losses of stream bed of 3/100-acre or less that require pre-construction notification, the district
engineer may determine on a case-by-case basis that compensatory mitigation is required to
ensure that the activity results in only minimal adverse environmental effects. Compensatory
mitigation for losses of streams should be provided, if practicable, through stream
rehabilitation, enhancement, or preservation since streams are difficult-to-replace resources
(see 33 CFR 332.3(e)(3)).
(e)Compensatory mitigation plans for NWP activities in or near streams or other open waters
will normally include a requirement for the restoration or enhancement, maintenance, and legal
protection (e.g., conservation easements) of riparian areas next to open waters. In some cases,
the restoration or maintenance/protection of riparian areas may be the only compensatory
mitigation required. If restoring riparian areas involves planting vegetation, only native species
should be planted. The width of the required riparian area will address documented water
quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide
on each side of the stream, but the district engineer may require slightly wider riparian areas to
address documented water quality or habitat loss concerns. If it is not possible to restore or
maintain/protect a riparian area on both sides of a stream, or if the waterbody is a lake or
coastal waters, then restoring or maintaining/protecting a riparian area along a single bank or
shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the
district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas
and/or wetlands compensation) based on what is best for the aquatic environment on a
watershed basis. In cases where riparian areas are determined to be the most appropriate form
of minimization or compensatory mitigation, the district engineer may waive or reduce the
requirement to provide wetland compensatory mitigation for wetland losses.
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

9

(f) Compensatory mitigation projects provided to offset losses of aquatic resources must
comply with the applicable provisions of 33 CFR part 332.

(1) The prospective permittee is responsible for proposing an appropriate compensatory
mitigation option if compensatory mitigation is necessary to ensure that the activity results
in no more than minimal adverse environmental effects. For the NWPs, the preferred
mechanism for providing compensatory mitigation is mitigation bank credits or in-lieu fee
program credits (see 33 CFR 332.3(b)(2) and (3)). However, if an appropriate number and
type of mitigation bank or in-lieu credits are not available at the time the PCN is submitted
to the district engineer, the district engineer may approve the use of permittee- responsible
mitigation.

(2) The amount of compensatory mitigation required by the district engineer must be
sufficient to ensure that the authorized activity results in no more than minimal individual
and cumulative adverse environmental effects (see 33 CFR 330.1(e)(3)). (See also 33 CFR
332.3(f)).

(3) Since the likelihood of success is greater and the impacts to potentially valuable
uplands are reduced, aquatic resource restoration should be the first compensatory
mitigation option considered for permittee-responsible mitigation.

(4) If permittee-responsible mitigation is the proposed option, the prospective permittee is
responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may
be used by the district engineer to make the decision on the NWP verification request, but a
final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2)
through (14) must be approved by the district engineer before the permittee begins work in
waters of the United States, unless the district engineer determines that prior approval of
the final mitigation plan is not practicable or not necessary to ensure timely completion of
the required compensatory mitigation (see 33 CFR 332.3(k)(3)). If permittee-responsible
mitigation is the proposed option, and the proposed compensatory mitigation site is located
on land in which another federal agency holds an easement, the district engineer will
coordinate with that federal agency to determine if proposed compensatory mitigation
project is compatible with the terms of the easement.

(5) If mitigation bank or in-lieu fee program credits are the proposed option, the mitigation
plan needs to address only the baseline conditions at the impact site and the number of
credits to be provided (see 33 CFR 332.4(c)(1)(ii)).

(6) Compensatory mitigation requirements (e.g., resource type and amount to be provided
as compensatory mitigation, site protection, ecological performance standards, monitoring
requirements) may be addressed through conditions added to the NWP authorization,
instead of components of a compensatory mitigation plan (see 33 CFR 332.4(c)(1)(ii)).

(g) Compensatory mitigation will not be used to increase the acreage losses allowed by the
acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1⁄2-acre, it cannot
be used to authorize any NWP activity resulting in the loss of greater than 1⁄2-acre of waters of
the United States, even if compensatory mitigation is provided that replaces or restores some
of the lost waters. However, compensatory mitigation can and should be used, as necessary,
to ensure that an NWP activity already meeting the established acreage limits also satisfies the
no more than minimal impact requirement for the NWPs.

Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

10

(h) Permittees may propose the use of mitigation banks, in-lieu fee programs, or permittee-
responsible mitigation. When developing a compensatory mitigation proposal, the permittee
must consider appropriate and practicable options consistent with the framework at 33 CFR
332.3(b). For activities resulting in the loss of marine or estuarine resources, permittee-
responsible mitigation may be environmentally preferable if there are no mitigation banks or in-
lieu fee programs in the area that have marine or estuarine credits available for sale or transfer
to the permittee. For permittee-responsible mitigation, the special conditions of the NWP
verification must clearly indicate the party or parties responsible for the implementation and
performance of the compensatory mitigation project, and, if required, its long-term
management.

(i) Where certain functions and services of waters of the United States are permanently
adversely affected by a regulated activity, such as discharges of dredged or fill material into
waters of the United States that will convert a forested or scrub-shrub wetland to an
herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be
required to reduce the adverse environmental effects of the activity to the no more than
minimal level.

24. Safety of Impoundment Structures. To ensure that all impoundment structures are
safely designed, the district engineer may require non-Federal applicants to demonstrate that
the structures comply with established state or federal, dam safety criteria or have been
designed by qualified persons. The district engineer may also require documentation that the
design has been independently reviewed by similarly qualified persons, and appropriate
modifications made to ensure safety.

25. Water Quality.

(a) Where the certifying authority (state, authorized tribe, or EPA, as appropriate) has not
previously certified compliance of an NWP with CWA section 401, a CWA section 401 water
quality certification for the proposed discharge must be obtained or waived (see 33 CFF
330.4(c)). If the permittee cannot comply with all of the conditions of a water quality
certification previously issued by certifying authority for the issuance of the NWP, then the
permittee must obtain a water quality certification or waiver for the proposed discharge in order
for the activity to be authorized by an NWP.

(b) If the NWP activity requires pre-construction notification and the certifying authority has
not previously certified compliance of an NWP with CWA section 401, the proposed discharge
is not authorized by an NWP until water quality certification is obtained or waived. If the
certifying authority issues a water quality certification for the proposed discharge, the permittee
must submit a copy of the certification to the district engineer. The discharge is not authorized
by an NWP until the district engineer has notified the permittee that the water quality
certification requirement has been satisfied by the issuance of a water quality certification or a
waiver.

(c) The district engineer or certifying authority may require additional water quality
management measures to ensure that the authorized activity does not result in more than
minimal degradation of water quality.

26. Coastal Zone Management. In coastal states where an NWP has not previously received
a state coastal zone management consistency concurrence, an individual state coastal zone
management consistency concurrence must be obtained, or a presumption of concurrence
must occur (see 33 CFR 330.4(d)). If the permittee cannot comply with all of the conditions of a
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11

coastal zone management consistency concurrence previously issued by the state, then the
permittee must obtain an individual coastal zone management consistency concurrence or
presumption of concurrence in order for the activity to be authorized by an NWP. The district
engineer or a state may require additional measures to ensure that the authorized activity is
consistent with state coastal zone management requirements.

27. Regional and Case-By-Case Conditions. The activity must comply with any regional
conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with
any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in
its CWA section 401 Water Quality Certification, or by the state in its Coastal Zone
Management Act consistency determination.

28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and
complete project is authorized, subject to the following restrictions:

(a) If only one of the NWPs used to authorize the single and complete project has a specified
acreage limit, the acreage loss of waters of the United States cannot exceed the acreage limit
of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal
waters is constructed under NWP 14, with associated bank stabilization authorized by NWP
13, the maximum acreage loss of waters of the United States for the total project cannot
exceed 1⁄3-acre.

(b) If one or more of the NWPs used to authorize the single and complete project has
specified acreage limits, the acreage loss of waters of the United States authorized by those
NWPs cannot exceed their respective specified acreage limits. For example, if a commercial
development is constructed under NWP 39, and the single and complete project includes the
filling of an upland ditch authorized by NWP 46, the maximum acreage loss of waters of the
United States for the commercial development under NWP 39 cannot exceed 1⁄2-acre, and the
total acreage loss of waters of United States due to the NWP 39 and 46 activities cannot
exceed 1 acre.

29. Transfer of Nationwide Permit Verifications. If the permittee sells the property
associated with a nationwide permit verification, the permittee may transfer the nationwide
permit verification to the new owner by submitting a letter to the appropriate Corps district
office to validate the transfer. A copy of the nationwide permit verification must be attached to
the letter, and the letter must contain the following statement and signature:

‘‘When the structures or work authorized by this nationwide permit are still in existence at the
time the property is transferred, the terms and conditions of this nationwide permit,
including any special conditions, will continue to be binding on the new owner(s) of the
property. To validate the transfer of this nationwide permit and the associated liabilities
associated with compliance with its terms and conditions, have the transferee sign and
date below.’’
_______________________________________________
(Transferee)
_______________________________________________
(Date)

30. Compliance Certification. Each permittee who receives an NWP verification letter from
the Corps must provide a signed certification documenting completion of the authorized activity
and implementation of any required compensatory mitigation. The success of any required
permittee-responsible mitigation, including the achievement of ecological performance
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

12

standards, will be addressed separately by the district engineer. The Corps will provide the
permittee the certification document with the NWP verification letter. The certification
document will include:

(a) A statement that the authorized activity was done in accordance with the NWP
authorization, including any general, regional, or activity-specific conditions;

(b) A statement that the implementation of any required compensatory mitigation was
completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu
fee program are used to satisfy the compensatory mitigation requirements, the certification
must include the documentation required by 33 CFR 332.3(l)(3) to confirm that the permittee
secured the appropriate number and resource type of credits; and

(c) The signature of the permittee certifying the completion of the activity and mitigation. The
completed certification document must be submitted to the district engineer within 30 days of
completion of the authorized activity or the implementation of any required compensatory
mitigation, whichever occurs later.

31. Activities Affecting Structures or Works Built by the United States. If an NWP activity
also requires permission from the Corps pursuant to 33 U.S.C. 408 because it will alter or
temporarily or permanently occupy or use a U.S. Army Corps of Engineers (USACE) federally
authorized Civil Works project (a ‘‘USACE project’’), the prospective permittee must submit a
pre-construction notification. See paragraph (b)(10) of general condition 32. An activity that
requires section 408 permission and/or review is not authorized by an NWP until the
appropriate Corps office issues the section 408 permission or completes its review to alter,
occupy, or use the USACE project, and the district engineer issues a written NWP verification.

32. Pre-Construction Notification.

(a) Timing. Where required by the terms of the NWP, the permittee must notify the district
engineer by submitting a pre-construction notification (PCN) as early as possible. The district
engineer must determine if the PCN is complete within 30 calendar days of the date of receipt
and, if the PCN is determined to be incomplete, notify the prospective permittee within that 30
day period to request the additional information necessary to make the PCN complete. The
request must specify the information needed to make the PCN complete. As a general rule,
district engineers will request additional information necessary to make the PCN complete only
once. However, if the prospective permittee does not provide all of the requested information,
then the district engineer will notify the prospective permittee that the PCN is still incomplete
and the PCN review process will not commence until all of the requested information has been
received by the district engineer. The prospective permittee shall not begin the activity until
either:

(1) He or she is notified in writing by the district engineer that the activity may proceed
under the NWP with any special conditions imposed by the district or division engineer; or

(2) 45 calendar days have passed from the district engineer’s receipt of the complete
PCN and the prospective permittee has not received written notice from the district or
division engineer. However, if the permittee was required to notify the Corps pursuant to
general condition 18 that listed species or critical habitat might be affected or are in the
vicinity of the activity, or to notify the Corps pursuant to general condition 20 that the
activity might have the potential to cause effects to historic properties, the permittee
cannot begin the activity until receiving written notification from the Corps that there is ‘‘no
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

13

effect’’ on listed species or ‘‘no potential to cause effects’’ on historic properties, or that
any consultation required under Section 7 of the Endangered Species Act (see 33 CFR
330.4(f)) and/or section 106 of the National Historic Preservation Act (see 33 CFR
330.4(g)) has been completed. If the proposed activity requires a written waiver to exceed
specified limits of an NWP, the permittee may not begin the activity until the district
engineer issues the waiver. If the district or division engineer notifies the permittee in
writing that an individual permit is required within 45 calendar days of receipt of a complete
PCN, the permittee cannot begin the activity until an individual permit has been obtained.
Subsequently, the permittee’s right to proceed under the NWP may be modified,
suspended, or revoked only in accordance with the pr set forth in 33 CFR 330.5(d)(2).

(b) Contents of Pre-Construction Notification: The PCN must be in writing and include the
following information:

(1) Name, address and telephone numbers of the prospective permittee;

(2) Location of the proposed activity;

(3) Identify the specific NWP or NWP(s) the prospective permittee wants to use to
authorize the proposed activity;

(4)
(i) A description of the proposed activity; the activity’s purpose; direct and indirect
adverse environmental effects the activity would cause, including the anticipated
amount of loss of wetlands, other special aquatic sites, and other waters expected to
result from the NWP activity, in acres, linear feet, or other appropriate unit of measure; a
description of any proposed mitigation measures intended to reduce the adverse
environmental effects caused by the proposed activity; and any other NWP(s), regional
general permit(s), or individual permit(s) used or intended to be used to authorize any
part of the proposed project or any related activity, including other separate and distant
crossings for linear projects that require Department of the Army authorization but do
not require pre-construction notification. The description of the proposed activity and
any proposed mitigation measures should be sufficiently detailed to allow the district
engineer to determine that the adverse environmental effects of the activity will be no
more than minimal and to determine the need for compensatory mitigation or other
mitigation measures.

(ii) For linear projects where one or more single and complete crossings require pre-
construction notification, the PCN must include the quantity of anticipated losses of
wetlands, other special aquatic sites, and other waters for each single and complete
crossing of those wetlands, other special aquatic sites, and other waters (including
those single and complete crossings authorized by an NWP but do not require PCNs).
This information will be used by the district engineer to evaluate the cumulative adverse
environmental effects of the proposed linear project and does not change those non-
PCN NWP activities into NWP PCNs.

(iii) Sketches should be provided when necessary to show that the activity complies with
the terms of the NWP. (Sketches usually clarify the activity and when provided results in
a quicker decision. Sketches should contain sufficient detail to provide an illustrative
description of the proposed activity (e.g., a conceptual plan), but do not need to be
detailed engineering plans).

Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

14

(5) The PCN must include a delineation of wetlands, other special aquatic sites, and other
waters, such as lakes and ponds, and perennial and intermittent streams, on the project
site. Wetland delineations must be prepared in accordance with the current method
required by the Corps. The permittee may ask the Corps to delineate the special aquatic
sites and other waters on the project site, but there may be a delay if the Corps does the
delineation, especially if the project site is large or contains many wetlands, other special
aquatic sites, and other waters. Furthermore, the 45-day period will not start until the
delineation has been submitted to or completed by the Corps, as appropriate.

(6) If the proposed activity will result in the loss of greater than 1⁄10-acre of wetlands or
3⁄100-acre of stream bed and a PCN is required, the prospective permittee must submit a
statement describing how the mitigation requirement will be satisfied, or explaining why
the adverse environmental effects are no more than minimal and why compensatory
mitigation should not be required. As an alternative, the prospective permittee may submit
a conceptual or detailed mitigation plan.

(7) For non-federal permittees, if any listed species (or species proposed for listing) or
designated critical habitat (or critical habitat proposed for such designation) might be
affected or is in the vicinity of the activity, or if the activity is located in designated critical
habitat (or critical habitat proposed for such designation), the PCN must include the
name(s) of those endangered or threatened species (or species proposed for listing) that
might be affected by the proposed activity or utilize the designated critical habitat (or
critical habitat proposed for such designation) that might be affected by the proposed
activity. For NWP activities that require pre-construction notification, Federal permittees
must provide documentation demonstrating compliance with the Endangered Species Act.

(8) For non-federal permittees, if the NWP activity might have the potential to cause
effects to a historic property listed on, determined to be eligible for listing on, or potentially
eligible for listing on, the National Register of Historic Places, the PCN must state which
historic property might have the potential to be affected by the proposed activity or include
a vicinity map indicating the location of the historic property. For NWP activities that
require pre-construction notification, Federal permittees must provide documentation
demonstrating compliance with section 106 of the National Historic Preservation Act.

(9) For an activity that will occur 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 while the river is in an official study status, the PCN must identify
the Wild and Scenic River or the ‘‘study river’’ (see general condition 16); and

(10) For an NWP activity that requires permission from, or review by, the Corps pursuant
to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S.
Army Corps of Engineers federally authorized civil works project, the pre-construction
notification must include a statement confirming that the project proponent has submitted a
written request for section 408 permission from, or review by, the Corps office having
jurisdiction over that USACE project.

(c) Form of Pre-Construction Notification: The nationwide permit pre-construction notification
form (Form ENG 6082) should be used for NWP PCNs. A letter containing the required
information may also be used. Applicants may provide electronic files of PCNs and supporting
materials if the district engineer has established tools and procedures for electronic submittals.

(d) Agency Coordination:
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15

(1) The district engineer will consider any comments from Federal and state agencies
concerning the proposed activity’s compliance with the terms and conditions of the NWPs
and the need for mitigation to reduce the activity’s adverse environmental effects so that
they are no more than minimal.

(2) Agency coordination is required for:

(i) All NWP activities that require pre-construction notification and result in the loss of
greater than 1⁄2-acre of waters of the United States;

(ii) NWP 13 activities in excess of 500 linear feet, fills greater than one cubic yard per
running foot, or involve discharges of dredged or fill material into special aquatic sites;
and

(iii) NWP 54 activities in excess of 500 linear feet, or that extend into the waterbody
more than 30 feet from the mean low water line in tidal waters or the ordinary high
water mark in the Great Lakes.

(3) When agency coordination is required, the district engineer will immediately provide
(e.g., via email, facsimile transmission, overnight mail, or other expeditious manner) a
copy of the complete PCN to the appropriate Federal or state offices (FWS, state natural
resource or water quality agency, EPA, and, if appropriate, the NMFS). With the exception
of NWP 37, these agencies will have 10 calendar days from the date the material is
transmitted to notify the district engineer via telephone, facsimile transmission, or email
that they intend to provide substantive, site-specific comments. The comments must
explain why the agency believes the adverse environmental effects will be more than
minimal. If so, contacted by an agency, the district engineer will wait an additional 15
calendar days before making a decision on the pre- construction notification. The district
engineer will fully consider agency comments received within the specified time frame
concerning the proposed activity’s compliance with the terms and conditions of the NWPs,
including the need for mitigation to ensure that the net adverse environmental effects of
the proposed activity are no more than minimal. The district engineer will provide no
response to the resource agency, except as provided below. The district engineer will
indicate in the administrative record associated with each pre-construction notification that
the resource agencies’ concerns were considered. For NWP 37, the emergency
watershed protection and rehabilitation activity may proceed immediately in cases where
there is an unacceptable hazard to life or a significant loss of property or economic
hardship will occur. The district engineer will consider any comments received to decide
whether the NWP 37 authorization should be modified, suspended, or revoked in
accordance with the procedures at 33 CFR 330.5.

(4) In cases of where the prospective permittee is not a Federal agency, the district
engineer will provide a response to NMFS within 30 calendar days of receipt of any
Essential Fish Habitat conservation recommendations, as required by section 305(b)(4)(B)
of the Magnuson-Stevens Fishery Conservation and Management Act.

(5) Applicants are encouraged to provide the Corps with either electronic files or multiple
copies of pre-construction notifications to expedite agency coordination.

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16

DISTRICT ENGINEER’S DECISION

1. In reviewing the PCN for the proposed activity, the district engineer will determine whether
the activity authorized by the NWP will result in more than minimal individual or cumulative
adverse environmental effects or may be contrary to the public interest. If a project proponent
requests authorization by a specific NWP, the district engineer should issue the NWP
verification for that activity if it meets the terms and conditions of that NWP, unless he or she
determines, after considering mitigation, that the proposed activity will result in more than
minimal individual and cumulative adverse effects on the aquatic environment and other
aspects of the public interest and exercises discretionary authority to require an individual
permit for the proposed activity. For a linear project, this determination will include an
evaluation of the single and complete crossings of waters of the United States that require
PCNs to determine whether they individually satisfy the terms and conditions of the NWP(s),
as well as the cumulative effects caused by all of the crossings of waters of the United States
authorized by an NWP. If an applicant requests a waiver of an applicable limit, as provided for
in NWPs 13, 36, or 54, the district engineer will only grant the waiver upon a written
determination that the NWP activity will result in only minimal individual and cumulative
adverse environmental effects.

2. When making minimal adverse environmental effects determinations the district engineer
will consider the direct and indirect effects caused by the NWP activity. He or she will also
consider the cumulative adverse environmental effects caused by activities authorized by an
NWP and whether those cumulative adverse environmental effects are no more than minimal.
The district engineer will also consider site specific factors, such as the environmental setting
in the vicinity of the NWP activity, the type of resource that will be affected by the NWP activity,
the functions provided by the aquatic resources that will be affected by the NWP activity, the
degree or magnitude to which the aquatic resources perform those functions, the extent that
aquatic resource functions will be lost as a result of the NWP activity (e.g., partial or complete
loss), the duration of the adverse effects (temporary or permanent), the importance of the
aquatic resource functions to the region (e.g., watershed or ecoregion), and mitigation required
by the district engineer. If an appropriate functional or condition assessment method is
available and practicable to use, that assessment method may be used by the district engineer
to assist in the minimal adverse environmental effects determination. The district engineer may
add case-specific special conditions to the NWP authorization to address site-specific
environmental concerns.

3. If the proposed activity requires a PCN and will result in a loss of greater than 1⁄10-acre of
wetlands or 3⁄100-acre of stream bed, the prospective permittee should submit a mitigation
proposal with the PCN. Applicants may also propose compensatory mitigation for NWP
activities with smaller impacts, or for impacts to other types of waters. The district engineer will
consider any proposed compensatory mitigation or other mitigation measures the applicant
has included in the proposal in determining whether the net adverse environmental effects of
the proposed activity are no more than minimal. The compensatory mitigation proposal may be
either conceptual or detailed. If the district engineer determines that the activity complies with
the terms and conditions of the NWP and that the adverse environmental effects are no more
than minimal, after considering mitigation, the district engineer will notify the permittee and
include any activity-specific conditions in the NWP verification the district engineer deems
necessary. Conditions for compensatory mitigation requirements must comply with the
appropriate provisions at 33 CFR 332.3(k). The district engineer must approve the final
mitigation plan before the permittee commences work in waters of the United States, unless
the district engineer determines that prior approval of the final mitigation plan is not practicable
or not necessary to ensure timely completion of the required compensatory mitigation. If the
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17

prospective permittee elects to submit a compensatory mitigation plan with the PCN, the
district engineer will expeditiously review the proposed compensatory mitigation plan. The
district engineer must review the proposed compensatory mitigation plan within 45 calendar
days of receiving a complete PCN and determine whether the proposed mitigation would
ensure that the NWP activity results in no more than minimal adverse environmental effects. If
the net adverse environmental effects of the NWP activity (after consideration of the mitigation
proposal) are determined by the district engineer to be no more than minimal, the district
engineer will provide a timely written response to the applicant. The response will state that the
NWP activity can proceed under the terms and conditions of the NWP, including any activity-
specific conditions added to the NWP authorization by the district engineer.

4. If the district engineer determines that the adverse environmental effects of the proposed
activity are more than minimal, then the district engineer will notify the applicant either:

(a) That the activity does not qualify for authorization under the NWP and instruct the applicant
on the procedures to seek authorization under an individual permit;

(b) that the activity is authorized under the NWP subject to the applicant’s submission of a
mitigation plan that would reduce the adverse environmental effects so that they are no more
than minimal; or

(c) that the activity is authorized under the NWP with specific modifications or conditions.
Where the district engineer determines that mitigation is required to ensure no more than
minimal adverse environmental effects, the activity will be authorized within the 45-day PCN
period (unless additional time is required to comply with general conditions 18, 20, and/or 31),
with activity-specific conditions that state the mitigation requirements. The authorization will
include the necessary conceptual or detailed mitigation plan or a requirement that the applicant
submit a mitigation plan that would reduce the adverse environmental effects so that they are
no more than minimal. When compensatory mitigation is required, no work in waters of the
United States may occur until the district engineer has approved a specific mitigation plan or
has determined that prior approval of a final mitigation plan is not practicable or not necessary
to ensure timely completion of the required compensatory mitigation.

FURTHER INFORMATION

1. District engineers have authority to determine if an activity complies with the terms and
conditions of an NWP.
2. NWPs do not obviate the need to obtain other federal, state, or local permits, approvals, or
authorizations required by law.
3. NWPs do not grant any property rights or exclusive privileges.
4. NWPs do not authorize any injury to the property or rights of others.
5. NWPs do not authorize interference with any existing or proposed Federal project (see
general condition 31).

DEFINITIONS

Best management practices (BMPs): Policies, practices, procedures, or structures
implemented to mitigate the adverse environmental effects on surface water quality resulting
from development. BMPs are categorized as structural or non-structural.

Compensatory mitigation: The restoration (re-establishment or rehabilitation), establishment
(creation), enhancement, and/or in certain circumstances preservation of aquatic resources for
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18

the purposes of offsetting unavoidable adverse impacts which remain after all appropriate and
practicable avoidance and minimization has been achieved.

Currently serviceable: Useable as is or with some maintenance, but not so degraded as to
essentially require reconstruction.

Direct effects: Effects that are caused by the activity and occur at the same time and place.

Discharge: The term ‘‘discharge’’ means any discharge of dredged or fill material into waters of
the United States.

Ecological reference: A model used to plan and design an aquatic habitat and riparian area
restoration, enhancement, or establishment activity under NWP 27. An ecological reference
may be based on the structure, functions, and dynamics of an aquatic habitat type or a riparian
area type that currently exists in the region where the proposed NWP 27 activity is located.
Alternatively, an ecological reference may be based on a conceptual model for the aquatic
habitat type or riparian area type to be restored, enhanced, or established as a result of the
proposed NWP 27 activity. An ecological reference takes into account the range of variation of
the aquatic habitat type or riparian area type in the region.

Enhancement: The manipulation of the physical, chemical, or biological characteristics of an
aquatic resource to heighten, intensify, or improve a specific aquatic resource function(s).
Enhancement results in the gain of selected aquatic resource function(s), but may also lead to
a decline in other aquatic resource function(s). Enhancement does not result in a gain in
aquatic resource area.

Establishment (creation): The manipulation of the physical, chemical, or biological
characteristics present to develop an aquatic resource that did not previously exist at an
upland site. Establishment results in a gain in aquatic resource area.

High Tide Line: The line of intersection of the land with the water’s surface at the maximum
height reached by a rising tide. The high tide line may be determined, in the absence of actual
data, by a line of oil or scum along shore objects, a more or less continuous deposit of fine
shell or debris on the foreshore or berm, other physical markings or characteristics, vegetation
lines, tidal gages, or other suitable means that delineate the general height reached by a rising
tide. The line encompasses spring high tides and other high tides that occur with periodic
frequency but does not include storm surges in which there is a departure from the normal or
predicted reach of the tide due to the piling up of water against a coast by strong winds such
as those accompanying a hurricane or other intense storm.

Historic Property: Any prehistoric or historic district, site (including archaeological site),
building, structure, or other object included in, or eligible for inclusion in, the National
Register of Historic Places maintained by the Secretary of the Interior. This term includes
artifacts, records, and remains that are related to and located within such properties. The term
includes properties of traditional religious and cultural importance to an Indian tribe or Native
Hawaiian organization and that meet the National Register criteria (36 CFR part 60).

Independent utility: A test to determine what constitutes a single and complete non-linear
project in the Corps Regulatory Program. A project is considered to have independent utility if
it would be constructed absent the construction of other projects in the project area. Portions of
a multi-phase project that depend upon other phases of the project do not have independent
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19

utility. Phases of a project that would be constructed even if the other phases were not built
can be considered as separate single and complete projects with independent utility.

Indirect effects: Effects that are caused by the activity and are later in time or farther removed
in distance but are still reasonably foreseeable.

Loss of waters of the United States: Waters of the United States that are permanently
adversely affected by filling, flooding, excavation, or drainage because of the regulated activity.
The loss of stream bed includes the acres of stream bed that are permanently adversely
affected by filling or excavation because of the regulated activity. Permanent adverse effects
include permanent discharges of dredged or fill material that change an aquatic area to dry
land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The
acreage of loss of waters of the United States is a threshold measurement of the impact to
jurisdictional waters or wetlands for determining whether a project may qualify for an NWP; it is
not a net threshold that is calculated after considering compensatory mitigation that may be
used to offset losses of aquatic functions and services. Waters of the United States temporarily
filled, flooded, excavated, or drained, but restored to pre-construction contours and elevations
after construction, are not included in the measurement of loss of waters of the United States.
Impacts resulting from activities that do not require Department of the Army authorization, such
as activities eligible for exemptions under section 404(f) of the Clean Water Act, are not
considered when calculating the loss of waters of the United States.

Navigable waters: Waters subject to section 10 of the Rivers and Harbors Act of 1899. These
waters are defined at 33 CFR part 329.

Non-tidal wetland: A non-tidal wetland is a wetland that is not subject to the ebb and flow of
tidal waters. Non- tidal wetlands contiguous to tidal waters are located landward of the high
tide line (i.e., spring high tide line).

Open water: For purposes of the NWPs, an open water is any area that in a year with normal
patterns of precipitation has water flowing or standing above ground to the extent that an
ordinary high water mark can be determined. Aquatic vegetation within the area of flowing or
standing water is either non-emergent, sparse, or absent. Vegetated shallows are considered
to be open waters. Examples of ‘‘open waters’’ include rivers, streams, lakes, and ponds.

Ordinary High Water Mark: The term ordinary high water mark means that line on the shore
established by the fluctuations of water and indicated by physical characteristics such as a
clear, natural line impressed on the bank, shelving, changes in the character of soil,
destruction of terrestrial vegetation, the presence of litter and debris, or other appropriate
means that consider the characteristics of the surrounding areas.

Perennial stream: A perennial stream has surface water flowing continuously year-round
during a typical year.

Practicable: Available and capable of being done after taking into consideration cost, existing
technology, and logistics in light of overall project purposes.

Pre-construction notification: A request submitted by the project proponent to the Corps for
confirmation that a particular activity is authorized by nationwide permit. The request may be a
permit application, letter, or similar document that includes information about the proposed
work and its anticipated environmental effects. Pre- construction notification may be required
by the terms and conditions of a nationwide permit, or by regional conditions. A pre-
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20

construction notification may be voluntarily submitted in cases where pre-construction
notification is not required and the project proponent wants confirmation that the activity is
authorized by nationwide permit.

Preservation: The removal of a threat to, or preventing the decline of, aquatic resources by an
action in or near those aquatic resources. This term includes activities commonly associated
with the protection and maintenance of aquatic resources through the implementation of
appropriate legal and physical mechanisms. Preservation does not result in a gain of aquatic
resource area or functions.

Re-establishment: The manipulation of the physical, chemical, or biological characteristics of a
site with the goal of returning natural/historic functions to a former aquatic resource. Re-
establishment results in rebuilding a former aquatic resource and results in a gain in aquatic
resource area and functions.

Rehabilitation: The manipulation of the physical, chemical, or biological characteristics of a site
with the goal of repairing natural/historic functions to a degraded aquatic resource.
Rehabilitation results in a gain in aquatic resource function but does not result in a gain in
aquatic resource area.

Restoration: The manipulation of the physical, chemical, or biological characteristics of a site
with the goal of returning natural/historic functions to a former or degraded aquatic resource.
For the purpose of tracking net gains in aquatic resource area, restoration is divided into two
categories: Re-establishment and rehabilitation.

Riffle and pool complex: Riffle and pool complexes are special aquatic sites under the
404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient
sections of streams. Such stream sections are recognizable by their hydraulic characteristics.
The rapid movement of water over a course substrate in riffles results in a rough flow, a
turbulent surface, and high dissolved oxygen levels in the water. Pools are deeper areas
associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a
finer substrate characterize pools.

Riparian areas: Riparian areas are lands next to streams, lakes, and estuarine-marine
shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through
which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine
waters with their adjacent wetlands, non-wetland waters, or uplands. Riparian areas provide a
variety of ecological functions and services and help improve or maintain local water quality.
(See general condition 23.)

Shellfish seeding: The placement of shellfish seed and/or suitable substrate to increase
shellfish production. Shellfish seed consists of immature individual shellfish or individual
shellfish attached to shells or shell fragments (i.e., spat on shell). Suitable substrate may
consist of shellfish shells, shell fragments, or other appropriate materials placed into waters for
shellfish habitat.

Single and complete linear project: A linear project is a project constructed for the purpose of
getting people, goods, or services from a point of origin to a terminal point, which often
involves multiple crossings of one or more waterbodies at separate and distant locations. The
term ‘‘single and complete project’’ is defined as that portion of the total linear project proposed
or accomplished by one owner/developer or partnership or other association of
owners/developers that includes all crossings of a single water of the United States (i.e., a
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21

single waterbody) at a specific location. For linear projects crossing a single or multiple
waterbodies several times at separate and distant locations, each crossing is considered a
single and complete project for purposes of NWP authorization. However, individual channels
in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake,
etc., are not separate waterbodies, and crossings of such features cannot be considered
separately.

Single and complete non-linear project: For non-linear projects, the term ‘‘single and complete
project’’ is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by one
owner/developer or partnership or other association of owners/developers. A single and
complete non-linear project must have independent utility (see definition of ‘‘independent
utility’’). Single and complete non-linear projects may not be ‘‘piecemealed’’ to avoid the limits
in an NWP authorization.

Stormwater management: Stormwater management is the mechanism for controlling
stormwater runoff for the purposes of reducing downstream erosion, water quality degradation,
and flooding and mitigating the adverse effects of changes in land use on the aquatic
environment.

Stormwater management facilities: Stormwater management facilities are those facilities,
including but not limited to, stormwater retention and detention ponds and best management
practices, which retain water for a period of time to control runoff and/or improve the quality
(i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other
pollutants) of stormwater runoff.

Stream bed: The substrate of the stream channel between the ordinary high water marks. The
substrate may be bedrock or inorganic particles that range in size from clay to boulders.
Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not
considered part of the stream bed.

Stream channelization: The manipulation of a stream’s course, condition, capacity, or location
that causes more than minimal interruption of normal stream processes. A channelized
jurisdictional stream remains a water of the United States.

Structure: An object that is arranged in a definite pattern of organization. Examples of
structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir,
boom, breakwater, bulkhead, revetment, riprap, jetty, artificial island, artificial reef, permanent
mooring structure, power transmission line, permanently moored floating vessel, piling, aid to
navigation, or any other manmade obstacle or obstruction.

Tidal wetland: A tidal wetland is a jurisdictional wetland that is inundated by tidal waters. Tidal
waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational
pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no
longer be practically measured in a predictable rhythm due to masking by other waters, wind,
or other effects. Tidal wetlands are located channelward of the high tide line.

Tribal lands: Any lands title to which is either: (1) Held in trust by the United States for the
benefit of any Indian tribe or individual; or (2) held by any Indian tribe or individual subject to
restrictions by the United States against alienation.

Tribal rights: Those rights legally accruing to a tribe or tribes by virtue of inherent sovereign
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

22

authority, unextinguished aboriginal title, treaty, statute, judicial decisions, executive order or
agreement, and that give rise to legally enforceable remedies.

Vegetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1)
Guidelines. They are areas that are permanently inundated and under normal circumstances
have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a
variety of vascular rooted plants in freshwater systems.

Waterbody: For purposes of the NWPs, a waterbody is a ‘‘water of the United States.’’ If a
wetland is adjacent to a waterbody determined to be a water of the United States, that
waterbody and any adjacent wetlands are considered together as a sing e aquatic unit (see 33
CFR 328.4(c)(2)).

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REGIONAL CONDITIONS:

The following Regional Conditions have been approved by the Wilmington District for the
Nationwide Permits (NWPs) published in the January 13, 2021, and December 27, 2021,
Federal Register (86 FR 2744 and 86 FR 73522) announcing the reissuance of 52 existing
(NWPs) and five new NWPs, as well as the reissuance of NWP general conditions and
definitions with some modifications.

A. EXCLUDED WATER AND/OR AREAS

The Corps has identified waters that will be excluded from the use of all NWP’s during certain
timeframes. These waters are:

1. Anadromous Fish Spawning Areas. Work in waters of the U.S. designated by either the
North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources
Commission (NCWRC) as anadromous fish spawning areas are prohibited from February 15th
through June 30th, without prior written approval from the Corps and the appropriate wildlife
agencies (NCDMF, NCWRC and/or the National Marine Fisheries Service (NMFS)). Work in
waters of the U.S. designated by NCWRC as primary nursery areas in inland waters are
prohibited from February 15th through September 30th, without prior written approval from the
Corps and the appropriate wildlife agencies. Work in waters of the U.S. designated by NCDMF
as primary nursery areas shall be coordinated with NCDMF prior to being authorized by this
NWP. Coordination with NCDMF may result in a required construction moratorium during
periods of significant biological productivity or critical life stages.

2. Trout Waters Moratorium. Work in waters of the U.S. in the designated trout watersheds
of North Carolina are prohibited from October 15th through April 15th without prior written
approval from the NCWRC, or from the Eastern Band of Cherokee Indians (EBCI) Fisheries
and Wildlife Management (FWM) office if the project is located on EBCI trust land. (See
Section C.3. below for information on the designated trout watersheds).

3. Sturgeon Spawning Areas. No in-water work shall be conducted in waters of the U.S.
designated by the National Marine Fisheries Service as Atlantic sturgeon critical habitat from
February 1st through June 30th. No in-water work shall be conducted in waters of the U.S. in
the Roanoke River designated as Atlantic sturgeon critical habitat from February 1st through
June 30th, and August 1st through October 31st, without prior written approval from NMFS.

4. Submerged Aquatic Vegetation. Impacts to Submerged Aquatic Vegetation (SAV) are not
authorized by any NWP, except NWP 48, NWP 55 and NWP 56, unless Essential Fish Habitat
(EFH) consultation has been completed pursuant to the Magnuson-Stevens Fisheries
Conservation and Management Act (Magnuson-Stevens Act). Permittees shall submit a PCN
(See NWP General Condition 32) to the District Engineer prior to commencing the activity if the
project would affect SAV. The permittee may not begin work until notified by the Corps that the
requirements of the Magnuson-Stevens Act have been satisfied and that the activity is verified.

B. REGIONAL CONDITIONS APPLICABLE TO ALL NWP’s

1. Critical Habitat in Western NC. For proposed activities within waters of the U.S. that
require a Pre-Construction Notification (PCN) and are located in the thirteen counties listed
below, permittees must provide a copy of the PCN to the U.S. Fish and Wildlife Service
(USFWS), 160 Zillicoa Street, Asheville, North Carolina 28801 and the Corps Asheville
Regulatory Field Office. Please see General Condition 18 for specific PCN requirements
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24

related to the Endangered Species Act and the below website for information on the location of
designated critical habitat.

Counties with tributaries that drain to designated critical habitat that require notification to the
Asheville U.S. Fish and Wildlife Service: Avery, Cherokee, Graham, Haywood, Henderson,
Jackson, Macon, Mecklenburg, Mitchell, Swain, Transylvania, Union and Yancey.

Website and office addresses for Endangered Species Act Information:

The Wilmington District has developed the following website for permittees which provides
guidelines on how to review linked websites and maps in order to fulfill NWP General
Condition 18 (Endangered Species) requirements:
http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram/AgencyCoordination/ESA.
aspx.

Permittees who do not have internet access may contact the appropriate U.S. Fish and Wildlife
Service offices listed below or Corps at [phone].

Below is a map of the USFWS Field Office Boundaries:

Asheville U.S. Fish and Wildlife Service Office counties: All counties west of and
including Anson, Stanly, Davidson, Forsythe and Stokes Counties.

U.S. Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]

Raleigh U.S. Fish and Wildlife Service Office counties: All counties east of and including
Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties.

U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
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25

2. Special Designation Waters. Prior to the use of any NWP that involves a discharge of
dredged or fill material in any of the following identified waters and/or adjacent wetlands in
North Carolina, permittees shall submit a PCN to the District Engineer prior to commencing the
activity (see General Condition 32). The North Carolina waters and wetlands that require
additional PCN requirements are:

“Primary Nursery Areas” (PNA), including inland PNA, as designated by the North Carolina
Marine Fisheries Commission and/or the North Carolina Wildlife Resources Commission. The
definition of and designated PNA waters can be found in the North Carolina State
Administrative Code at Title 15A, Subchapters 3R and 10C (15A NCAC 03R .0103; 15A NCAC
10C .0502; and 15A NCAC 10C .0503) and at the following web pages:

• http://reports.oah.state.nc.us/ncac/title%2015a%20-
%20environmental%20quality/chapter%2003%20-
%20marine%20fisheries/subchapter%20r/15a%20ncac%2003r%20.0103.pdf

• http://reports.oah.state.nc.us/ncac/title%2015a%20-
%20environmental%20quality/chapter%2010%20-
%20wildlife%20resources%20and%20water%20safety/subchapter%20c/15a%20ncac%2010c
%20.0502.pdf

• http://reports.oah.state.nc.us/ncac/title%2015a%20-
%20environmental%20quality/chapter%2010%20-
%20wildlife%20resources%20and%20water%20safety/subchapter%20c/15a%20ncac%2010c
%20.0503.pdf

3. Trout Waters. Prior to any discharge of dredge or fill material into streams, waterbodies or
wetlands within the 294 designated trout watersheds of North Carolina, the permittee shall
submit a PCN (see General Condition 32) to the District Engineer prior to commencing the
activity. The permittee shall also provide a copy of the PCN to the appropriate NCWRC office,
or to the EBCI FWM Office (if the project is located on EBCI trust land), to facilitate the
determination of any potential impacts to designated Trout Waters.

NCWRC and NC Trout Watersheds:

NCWRC
Contact**
Counties that are entirely
within Trout Watersheds*
Counties that are
partially within Trout
Watersheds*
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

26

Mountain
Coordinator
645 Fish
Hatchery
Rd., Building
B
Marion, NC
28752
828-803-
6054

For NCDOT
Projects:

NCDOT
Coordinator
12275 Swift
Rd.
Oakboro,
NC 28129
704-984-
1070

Alleghany
Ashe
Avery
Graham
Haywood

Jackson
Macon
Swain
Transylvania
Watauga

Burke
Buncombe
Caldwell
Cherokee
Clay
Henderson
Madison
McDowell
Mitchell
Polk
Rutherford
Surry
Wilkes
Yancey
EBCI
Contact**
Counties that are within
Trout Watersheds*

Office of
Natural
Resources
P.O. Box 1747,
Cherokee, NC
28719
[phone]

Qualla Boundary and non-
contiguous tracts of trust
land located in portions of
Swain, Jackson, Haywood,
Graham and Cherokee
Counties.

*NOTE: To determine PCN requirements, contact the Corps Asheville Regulatory Field Office
at [phone] or view maps showing trout watersheds in each County at the following
webpage: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-
Coordination/Trout/.

**If a project is located on EBCI trust land, submit the PCN in accordance with Regional
Condition C.16. Contact the Corps Asheville Regulatory Field Office at [phone] with
questions.

4. Western NC Waters and Corridors. The permittee shall submit a PCN (see General
Condition 32) to the District Engineer prior to commencing the activity in waters of the U.S. if
the activity will occur within any of the following identified waters in western North Carolina,
within 0.5 mile on either side of these waters, or within 0.75 mile of the Little Tennessee River,
as measured from the top of the bank of the respective water (i.e., river, stream, or creek):

Brasstown Creek
Burningtown Creek
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

27

Cane River
Caney Fork
Cartoogechaye Creek
Chattooga River
Cheoah River
Cowee Creek
Cullasaja River
Deep Creek
Ellijay Creek
French Broad River
Garden Creek
Hiwassee River
Hominy Creek
Iotla Creek
Little Tennessee River (within the river or within 0.75 mile on either side of this river)
Nantahala River
Nolichucky River
North Fork French Broad River
North Toe River
Nottley River
Oconaluftee River (portion not located on trust/EBCI land)
Peachtree Creek
Shooting Creek
Snowbird Creek
South Toe River
Stecoah Creek
Swannanoa River
Sweetwater Creek
Tuckasegee River (also spelled Tuckaseegee or Tuckaseigee)
Valley River
Watauga Creek
Watauga River
Wayah Creek
West Fork French Broad River

To determine PCN requirements, contact the Corps Asheville Regulatory Field Office at (828)
271-7980 or view maps for all corridors at the following webpage:
http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-
Coordination/Designated-Special-Waters.aspx .

5. Limitation of Loss of Stream Bed. NWPs may not be used for activities that may result in
the loss of more than 0.05 acres of stream bed, except for NWP 32.

6. Pre-Construction Notification for Loss of Stream Bed Exceeding 0.02 acres. The
permittee shall submit a PCN to the District Engineer prior to commencing the activity (see
General Condition 32) prior to the use of any NWP for any activity that results in the loss of
more than 0.02 acres of stream bed. This applies to NWPs that do not have PCN requirements
as well as those NWPs that require a PCN.

7. Mitigation for Loss of Stream Bed. For any NWP that results in a loss of more than 0.02
acres of stream bed, the permittee shall provide a mitigation proposal to compensate for more
than minimal individual and cumulative adverse impacts to the aquatic environment, unless the
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

28

District Engineer determines in writing that either some other form of mitigation would be more
environmentally appropriate or the adverse effects of the proposed activity are minimal. For
stream bed losses of 0.02 acres or less that require a PCN, the District Engineer may
determine, on a case-by-case basis, that compensatory mitigation is required to ensure that
the activity results in minimal adverse effect on the aquatic environment.

8. Riprap. For all NWPs that allow for the use of riprap material for bank stabilization, the
following conditions shall be applied:

a. Filter cloth must be placed underneath the riprap as an additional requirement of its use in
North Carolina waters. The placement of filter fabric is not required if the riprap will be pushed
or “keyed” into the bank of the waterbody. A waiver from the specifications in this Regional
Condition must be requested in writing.

b. Riprap shall be placed only on the stream banks, or, if it is necessary to be placed in the
stream bed, the finished top elevation of the riprap should not exceed that of the original
stream bed.

9. Culvert Placement. For all NWPs that allow for culvert placement, the following conditions
shall be applied:

a. For all NWPs that involve the construction/installation of culverts, measures shall be
included in the construction/installation that will promote the safe passage of fish and other
aquatic organisms

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. If the culvert
outlet is submerged within a pool or scour hole and designed to provide for aquatic passage,
then culvert burial into the streambed is not required.

Culvert burial is not required for structures less than 72 inch diameter/width, where the slope of
the culvert will be greater than 2.5%, 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, sills, baffles etc.). Culvert burial is not required when
bedrock is present in culvert locations.

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.
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

29

A waiver from the depth specifications in this condition may be requested, in writing, by the
permittee and issued by the Corp. This waiver request must be specific as to the reasons(s) for
the request. The waiver will be issued if it can be demonstrated that the proposed design
would result in less impacts to the aquatic environment. Culverts placed across wetland fills
purely for the purposes of equalizing surface water do not have to be buried, but the culverts
must be of adequate size and/or number to ensure unrestricted transmission of water.

b. Bank-full flows (or less) shall be accommodated through maintenance of the existing bank-
full channel cross sectional area. Additional culverts or culvert barrels at such crossings shall
be allowed only to receive bank-full flows.

c. 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. If the width
of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes,
baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple
culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and
additional culverts/pipes shall be installed such that they receive only flows above bankfull.

10. Utility Lines. For all NWPs that allow for the construction and installation of utility lines, the
following conditions shall be applied:

a. Utility lines consisting of aerial electric power transmission lines crossing navigable waters
of the U.S. (which are defined at 33 CFR part 329) must comply with the applicable minimum
clearances specified in 33 CFR 322.5(i).
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

30

b. The work area authorized by this permit, including temporary and/or permanent fills, will be
minimized to the greatest extent practicable. Justification for work corridors exceeding forty
(40) feet in width is required and will be based on pipeline diameter and length, size of
equipment required to construct the utility line, and other construction information deemed
necessary to support the request. The permittee is required to provide this information to the
Corps with the initial PCN package.

c. A plan to restore and re-vegetate wetland areas cleared for construction must be submitted
with the required PCN. Cleared wetland areas shall be re-vegetated, as appropriate, with
species of canopy, shrub, and herbaceous species. The permittee shall not use fescue grass
or any other species identified as invasive or exotic species by the NC Native Plant Society
(NCNPS): https://ncwildflower.org/invasive-exotic-species-list/.

d. Any permanently maintained corridor along the utility right of way within forested wetlands
shall be considered a loss of aquatic function. A compensatory mitigation plan will be required
for all such impacts associated with the requested activity if the activity requires a PCN and the
cumulative total of permanent conversion of forested wetlands exceeds 0.1 acres, unless the
District Engineer determines in writing that either some other form of mitigation would be more
environmentally appropriate or the adverse effects of the proposed activity are minimal.

Where permanently maintained corridor within forested wetlands is 0.1 acres or less, the
District Engineer may determine, on a case-by-case basis, that compensatory mitigation is
required to ensure that the activity results in minimal adverse effects on the aquatic
environment.

e. When directional boring or horizontal directional drilling (HDD) under waters of the U.S.,
including wetlands, permittees shall closely monitor the project for hydraulic fracturing or
“fracking.” Any discharge from hydraulic fracturing or “fracking” into waters of the U.S.,
including wetlands, shall be reported to the appropriate Corps Regulatory Field Office within 48
hours. Restoration and/or compensatory mitigation may be required as a result of any
unintended discharges.

11. Temporary Access Fills. The permittee shall submit a PCN to the District Engineer prior
to commencing the activity if the activity will involve the discharge of dredged or fill material
into more than 0.1 acres of wetlands or 0.02 acres of stream channel for the construction of
temporary access fills and/or temporary road crossings. The PCN must include a restoration
plan that thoroughly describes how all temporary fills will be removed, how pre-project
conditions will be restored, and include a timetable for all restoration activities.

12. Federal Navigation Channel Setbacks. Authorized structures and fills located in or
adjacent to Federally authorized waterways must be constructed in accordance with the latest
setback criteria established by the Wilmington District Engineer. You may review the setback
policy at http://www.saw.usace.army.mil/Missions/Navigation/Setbacks.aspx. This general
permit does not authorize the construction of hardened or permanently fixed structures within
the Federally Authorized Channel Setback, unless the activity is approved by the Corps. The
permittee shall submit a PCN (see General Condition 32) to the District Engineer to obtain a
written verification prior to the construction of any structures or fills within the Federally
Authorized Channel Setback.

13. Northern Long-eared Bat – Endangered Species Act Compliance. The Wilmington
District, U.S. Army Corps of Engineers has consulted with the United States Fish and Wildlife
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

31

Service (USFWS) in regard to the threatened northern long-eared bat (NLEB) (Myotis
septentrionalis) and Standard Local Operating Procedures for Endangered Species (SLOPES)
have been approved by the Corps and the USFWS. This condition concerns effects to the
NLEB only and does not address effects to other federally listed species and/or federally
designated critical habitat.

a. Procedures when the Corps is the lead federal* agency for a project:

The permittee must comply with (1) and (2) below when:

• the project is located in the western 41 counties of North Carolina, to include non-federal aid
North Carolina Department of Transportation (NCDOT) projects, OR;

• the project is located in the 59 eastern counties of North Carolina and is a non-NCDOT
project.

*Generally, if a project is located on private property or on non-federal land, and the project is
not being funded by a federal entity, the Corps will be the lead federal agency due to the
requirement to obtain Department of the Army authorization to impact waters of the U.S. If the
project is located on federal land, contact the Corps to determine the lead federal agency.

(1) A permittee using an NWP must check to see if their project is located in the range of the
NLEB by using the following website:
http://www.fws.gov/midwest/endangered/mammals/nleb/pdf/WNSZone.pdf. If the project is
within the range of the NLEB, or if the project includes percussive activities (e.g., blasting, pile
driving, etc.), the permittee is then required to check the appropriate website in the paragraph
below to discover if their project:

• is located in a 12-digit Hydrologic Unit Code area (“red HUC” - shown as red areas on the
map), AND/OR;

• involves percussive activities within 0.25 mile of a red HUC.

Red HUC maps - for the western 41 counties in NC (covered by the Asheville Ecological
Services Field Office), check the project location against the electronic maps found at:
http://www.fws.gov/asheville/htmls/project_review/NLEB_in_WNC.html. For the eastern 59
counties in NC (covered by the Raleigh Ecological Services Field Office), check the project
location against the electronic maps found at: https://www.fws.gov/raleigh/NLEB_RFO.html.

(2) A permittee must submit a PCN to the District Engineer, and receive written verification
from the District Engineer, prior to commencing the activity, if the activity will involve any of the
following:

• tree clearing/removal and/or, construction/installation of wind turbines in a red HUC,
AND/OR;

• bridge removal or maintenance, unless the bridge has been inspected and there is no
evidence of bat use, (applies anywhere in the range of the NLEB), AND/OR:

• percussive activities in a red HUC, or within 0.25 mile of a red HUC.

Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

32

The permittee may proceed with the activity without submitting a PCN to either the Corps or
the USFWS, provided the activity complies with all applicable NWP terms and general and
regional conditions, if the permittee’s review under A.(1) and A.(2) above shows that the
project is:

• located outside of a red HUC (and there are no percussive activities), and the activity will
NOT include bridge removal or maintenance, unless the bridge has been inspected and there
is no evidence of bat use, OR;
• located outside of a red HUC and there are percussive activities, but the percussive activities
will not occur within 0.25-mile of a red HUC boundary, and the activity will NOT include bridge
removal or maintenance, unless the bridge has been inspected and there is no evidence of bat
use, OR;
• located in a red HUC, but the activity will NOT include tree clearing/removal;
construction/installation of wind turbines; bridge removal or maintenance, unless the bridge
has been inspected and there is no evidence of bat use, and/or; any percussive activities.

b. Procedures when the USACE is not the lead federal agency:

For projects where another federal agency is the lead federal agency - if that other federal
agency has completed project-specific ESA Section 7(a)(2) consultation for the NLEB, and has
(1) determined that the project would not cause prohibited incidental take of the NLEB, and (2)
completed coordination/consultation that is required by the USFWS (per the directions on the
respective USFWS office’s website), that project may proceed without PCN to either the
USACE or the USFWS, provided all General and Regional Permit Conditions are met.

The NLEB SLOPES can be viewed on the USACE website at:
http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-
Coordination/ESA/. Permittees who do not have internet access may contact the USACE at
(910) 251- 4633.

14. West Indian Manatee Protection. In order to protect the endangered West Indian
manatee (Trichechus manatus) the Permittee shall implement the USFWS’ Manatee
Guidelines, and strictly adhere to all requirements therein. The guidelines can be found at
https://www.fws.gov/raleigh/pdfs/ManateeGuidelines2017.pdf.

15. ESA Programmatic Biological Opinions. The Wilmington District, USFWS, NCDOT, and
the FHWA have conducted programmatic Section 7(a)(2) consultation for a number of federally
listed species and designated critical habitat (DCH), and programmatic consultation
concerning other federally listed species and/or DCH may occur in the future. The result of
completed programmatic consultation is a Programmatic Biological Opinion (PBO) issued by
the USFWS. These PBOs contain mandatory terms and conditions to implement the
reasonable and prudent measures that are associated with “incidental take” of whichever
species or critical habitat is covered by a specific PBO. Authorization under NWPs is
conditional upon the permittee’s compliance with all the mandatory terms and conditions
associated with incidental take of the applicable PBO (or PBOs), which are incorporated by
reference in the NWPs. Failure to comply with the terms and conditions associated with
incidental take of an applicable PBO, where a take of the federally listed species occurs, would
constitute an unauthorized take by the permittee, and would also constitute permittee non-
compliance with the authorization under the NWPs. If the terms and conditions of a specific
PBO (or PBOs) apply to a project, the Corps will include this/these requirements in any NWP
verification that may be issued for a project. For an activity/project that does not require a
PCN, the terms and conditions of the applicable PBO(s) also apply to that non-notifying
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

33

activity/project. The USFWS is the appropriate authority to determine compliance with the
terms and conditions of its PBO and the ESA. All PBOs can be found on our website at:
https://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-
Coordination/ESA/.

16. Work on Eastern Band of Cherokee Indian Land.

Notifying NWPs - All PCNs submitted for activities in waters of the U.S. on Eastern Band of
Cherokee Indians (EBCI) trust land (i.e., Qualla Boundary and non-contiguous tracts of trust
land located in portions of Swain, Jackson, Haywood, Graham and Cherokee Counties),
must comply with the requirements of the latest MOU between the Wilmington District and
the EBCI.

Non-notifying NWPs - Prior to the use of any non-notifying NWP for activities in waters of
the U.S. on EBCI trust land (i.e., Qualla Boundary and non-contiguous tracts of trust land
located in portions of Swain, Jackson, Haywood, Graham and Cherokee Counties), all
prospective permittees must comply with the requirements of the latest MOU between the
Wilmington District and the EBCI; this includes coordinating the proposed project with the
EBCI Natural Resources Program and obtaining a Tribal Approval Letter from the Tribe.

The EBCI MOU can be found at the following URL: http://saw-reg.usace.army.mil/FO/Final-
MOU-EBCI-USACE.pdf

17. Sedimentation and Erosion Control Structures and Measures.

All PCNs will identify and describe sedimentation and erosion control structures and
measures proposed for placement in waters of the U.S. The structures and measures
should be depicted on maps, surveys or drawings showing location and impacts to
jurisdictional wetlands and streams.

C. REGIONAL CONDITIONS APPLICABLE TO NWP 14

a. If appropriate, permittees shall employ natural channel design (see definition below and
NOTE below) to the maximum extent practicable for stream relocations. All stream relocation
proposals shall include a Relocation and Monitoring Plan and a functional assessment of
baseline conditions (e.g., use of the North Carolina Stream Assessment Methodology).
Compensatory mitigation may be required for stream relocations.

Natural Channel Design means a geomorphologic approach to stream restoration based on an
understanding of valley type, general watershed conditions, dimension, pattern, profile,
hydrology and sediment transport of natural, stable channels (reference condition) and
applying this understanding to the reconstruction of a stable channel.
NOTE: For more information on Natural Channel Design, permittees should reference North
Carolina Stream Mitigation Guidance on the Corps RIBITS (Regulatory In-lieu Fee and Bank
Information Tracking System) website or at the following World Wide Web Page:
https://ribits.ops.usace.army.mil/ords/f?p=107:2

b. In designated trout watersheds, a PCN is not required for impacts to a maximum of 0.007
acres (0.02 acres for temporary dewatering). In designated trout waters, the permittee shall
submit a PCN (see Regional Conditions C.3. above and General Condition 32) to the District
Engineer prior to commencing the activity if 1) impacts (other than temporary dewatering to
work in dry conditions) to jurisdictional aquatic resources exceed 0.007 acres; 2) temporary
Nationwide Permit 14 - Activities, Regional Conditions, General Conditions, and Definitions

34

impacts to streams or waterbodies associated with dewatering to work in dry conditions
exceed 0.02 acres; 3) the project will involve impacts to wetlands; 4) the primary purpose of
the project is for commercial development; 5) the project involves the replacement of a bridge
or spanning structure with a culvert or non-spanning structure in waters of the United States; or
6) the activity will be constructed during the trout waters moratorium (October 15 through April
15).

D. SECTION 401 WATER QUALITY CERTIFICATION (WQC) AND/OR COASTAL ZONE
MANAGEMENT ACT (CZMA) CONSISTENCY DETERMINATION SUMMARY AND
APPLICABLE CONDITIONS

The CZMA Consistency Determination and all Water Quality Certifications for the NWPs can
be found at: https://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Program/Permits/2017-Nationwide-Permits/

North Carolina Department of Environmental Quality Division of Water Resources
127 Cardinal Drive Ext. Wilmington, North Carolina 28405
910.796.7215

October 10, 2022

DWR #20221089
New Hanover County

City of Wilmington
Attn: Chad Eichelberger
212 Operations Center Drive
Wilmington, NC 28412

Subject: Approval of Individual 401 Water Quality Certification
Greenville Loop Road Multi-Use Path

Dear Mr. Eichelberger:

Attached hereto is a copy of Certification No. WQC005240 issued to Chad Eichelberger and the City of
Wilmington, dated October 10, 2022. 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
Water Quality 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)].

This Water Quality Certification does not relieve the permittee 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.

This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize
any person to interfere with the riparian rights, littoral rights, or water use rights of any other person
and does not create any prescriptive right or any right of priority regarding any usage of water. This
Water Quality 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 Water Quality Certification to possess any prescriptive or other right of priority with
respect to any other consumptive user.

Upon the presentation of proper credentials, the Division may inspect the property.

This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 2 of 14

Non-compliance with or violation of the conditions herein set forth may result in revocation of this
Water Quality Certification for the project and may also result in criminal and/or civil penalties.

If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Wilmington 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 Wilmington 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.

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].

A party filing a Petition must serve a copy of the Petition on:

William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601

If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 150B-23(a).

This letter completes the Division’s review under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Holley Snider at 910-796-7303 or [e-mail] if you have any
questions or concerns.

Sincerely,

Morella Sanchez-King
Regional Operations Supervisor

Electronic cc: David Moose, consultant
Greg Currey, USACE Wilmington Regulatory Field Office
Todd Bowers, EPA
DWR 401 & Buffer Permitting Branch Electronic file
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 3 of 14

Filename: 20221089_Greenville Loop Multi-Use Path_IWQC_NHCo._Oct.22

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 4 of 14

NORTH CAROLINA 401 WATER QUALITY CERTIFICATION

CERTIFICATION #WQC005240 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina’s Regulations in 15 NCAC 02H .0500
and 15A NCAC 02B .0200, to Chad Eichelberger and the City of Wilmington, who have authorization for the
impacts listed below, as described within your application received by the N.C. Division of Water
Resources (Division) on August 12, 2022, and by Public Notice issued by the Division of Coastal
Management on August 17, 2022.

The State of North Carolina certifies that this activity will comply with water quality requirements and
the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if
conducted in accordance with the application, the supporting documentation, and conditions
hereinafter set forth.

The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]

Type of Impact

Amount Approved
(units) Permanent
Amount Approved
(units) Temporary
Plan Location or
Reference
404/401 Wetlands
Excavation for
drainage
Wetland fill
0.06 acres

0.015 acres
N/A

N/A
Project narrative
And drawings sheets
1 thru 11
Open Waters Dated received
Drainage Pipe 0.01 acres
(52 Sq. Ft.)
N/A On
June 29, 2022

This approval requires you to follow the conditions listed in the certification below.

CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1. Moratoriums

You will comply with any moratoriums per the NC Division of Marine Fisheries and the NC
Wildlife Resources Commission. Dredging moratoriums shall be observed as required by the NC
Division of Marine Fisheries, NC Wildlife Resources, US Fish and Wildlife and National Marine
Fisheries. If such activities should take place during periods of high biological activity (e.g.
anadromous species and shorebirds), biological monitoring may be required at the request of
other state and federal agencies and coordinated with these dredging activities.

Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 04B .0125
Justification: In order to protect against impairment of water quality standards and best usage of
receiving and downstream waters, water quality based management practices must be
employed to protect against direct or indirect discharge of waste or other sources of water
pollution. Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture), and
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 5 of 14

that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.

2. The Permittee shall adhere specially to 15A NCAC 02B .0221 Tidal Salt Water Quality for Class SA
Waters (3)(g) pH: shall be normal for waters in the area, which generally shall range between
6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is the result of natural
conditions; (l) Turbidity: the turbidity in the receiving water shall not exceed 25 NTU; if turbidity
exceeds this level due to natural background conditions, the existing turbidity level shall not be
increased.

Citation: 15A NCAC 02B .0221
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule [including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity (including fishing, fish, and Primary Nursery Areas
(PNAs)), wildlife, and secondary contact recreation]; and that activities must not cause water
pollution that precludes any best use on a short-term or long-term basis.

3. All wetlands impacted by the placement of temporary construction equipment, materials and/or
clearing activities shall be restored to the preconstruction contours and elevations. The
impacted areas shall be revegetated with appropriate native species including woody species.

Citation: 15A NCAC 02H .0506(b)(2)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.

4. If this Water Quality Certification is used to access residential, commercial or industrial building
sites, then all parcels owned by the permittee that are part of the single and complete project
authorized by this Certification must be buildable without additional impacts to streams or
wetlands.

Citation: 15A NCAC 02H .0502(a);15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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.

5. For road construction purposes, this Certification shall only be utilized from natural high ground
to natural high ground.

Citation: 15A NCAC 02H .0502(a);15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 6 of 14

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.

6. Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained
jurisdictional wetlands, waters, and state regulated riparian buffers within the project
boundaries in order to assure compliance with NC Water Quality Certification Rules (15A NCAC
02H .0500), NC Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian
Buffer Rules (15A NCAC 02B .0200). These mechanisms shall be put in place at the time of
recording of the property or individual parcels, whichever is appropriate.

Citation: 15A NCAC 02H .0502(a);15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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.
7. The permittee shall report to the DWR Wilmington 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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing
detrimental impacts to water quality and avoiding impacts due to water pollution that precludes
any best use on a short-term or long-term basis.
8. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
Citation: 15A NCAC 02H .0506; 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
9. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in
Chapter 2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 7 of 14

Justification: The referenced Riparian Buffer rules were adopted to address water quality
impairments and further protect existing uses.
10. 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.
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 North
Caroline Department of Transportation 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.
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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC02B .0200; 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 8 of 14

11. Sediment and erosion control measures shall not be installed in wetland or waters except within
the footprint of temporary or permanent impacts otherwise authorized by this Certification. If
placed within authorized impact areas, then placement of such measures shall not be conducted
in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any
silt fence installed within wetlands shall be removed from wetlands and the natural grade
restored within two (2) months of the date that DEMLR or locally delegated program has
released the specific area within the project to ensure wetland standards are maintained upon
completion of the project.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
12. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses
(including aquatic life propagation and biological integrity), and the water quality to protect
such uses, are protected. Protections are necessary to ensure any remaining surface waters or
wetlands, and any surface waters or wetlands downstream, continue to support existing uses
during and after project completion. 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.
13. If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
conditions including the erosion & sedimentation control plan, inspections and maintenance,
self-monitoring, record keeping and reporting requirements is required.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B
.0231
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 9 of 14

Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
14. 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 Department of
Transportation Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200
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. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased.
15. In-stream structures installed to mimic natural channel geomorphology such as cross-vanes,
sills, step-pool structures, etc. shall be designed and installed in such a manner that allow for
continued aquatic life movement.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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 surface water quality standards are met and conditions of
waters are suitable for all best uses.
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 10 of 14

16. 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. If the width
of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes,
baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple
culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and
additional culverts/pipes shall be installed such that they receive only flows above bankfull.
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 the culvert outlet is submerged within a pool or scour hole
and designed to provide for aquatic passage, then culvert burial into the streambed is not
required.
For structures less than 72” in diameter/width, and topographic constraints indicate culvert
slopes of greater than 2.5% 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, sills, baffles etc.). Notification,
including supporting documentation to include a location map of the culvert, culvert profile
drawings, and slope calculations, shall be provided to DWR 30 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 30 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.
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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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 structures are installed
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 11 of 14

properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
17. 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.
Citation: 15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
18. 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.
Citation: 15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
19. 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. All
temporarily impacted sites shall be restored and stabilized with native vegetation.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Protections are necessary to ensure any
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 12 of 14

remaining surface waters or wetlands, and any surface waters or wetlands downstream,
continue to support existing uses after project completion.
20. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands
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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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 structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
21. 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 streambed elevation and
streambank contours are restored and maintained and shall consist of clean rock or masonry
material free of debris or toxic pollutants. 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 be installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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. 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.
22. 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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0201
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. 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.
23. 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
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 13 of 14

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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
24. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0231
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and physical
characteristics are protected; populations of wetland flora and fauna are maintained to protect
biological integrity of the wetland; and materials or substances are not present in amounts that
may cause adverse impact on existing wetland uses.
25. In accordance with 143-215.85(b), the permittee 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.
Citation: 15A NCAC 02H .0507(c); N.C.G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of
discharge must immediately notify the Department, or any of its agents or employees, of the
nature, location, and time of the discharge and of the measures which are being taken or are
proposed to be taken to contain and remove the discharge. This action is required in order to
contain or divert the substances to prevent entry into the surface waters. Surface water quality
standards require that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause
water pollution that precludes any best use on a short-term or long-term basis.
26. The permittee and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance with
DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1

North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

City of Wilmington
DWR# 20221089
Individual Certification #WQC005240
Page 14 of 14

§303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal
Law.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
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. 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.
27. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this certification 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 Water Quality Certification. A copy of this Water Quality
Certification shall be available at the project site during the construction and maintenance of
this project.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Those actually performing the work should be aware of the requirements of this
401 Water Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the
date of issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c)]

This, the 10th day of October 2022

Morella Sanchez-King
Regional Operations Supervisor

MSK/hs

DocuSign Envelope ID: 810037EE-96E6-499F-A294-BD6E30E631E1