Signed_401 Individual Certification Hurricane Florence Repairs Jimmies Creek Drainage Basin (1)

F,NE STATE
o o.173 O
ROY COOPER
Governor
ELIZABETH S.BISER
Secretary *farQmM'410
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
August 23, 2024
DWR#20240866 v1
Craven County
City of New Bern
George Chiles—Director of Public Works
P. O. Box 1129
New Bern, NC 28563
Subject: Approval of Individual 401 Water Quality Certification
Hurricane Florence Repairs Jimmies Creek Drainage Basin
USACE Action ID. No. SAW-2020-02273
Location: 35.104068, -77.106935
Dear Mr. Chiles:
Attached hereto is a copy of Certification No. WQC007128 issued to the City of New Bern dated August 23,
2024. This approval is for the purpose and design described in your application.
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.
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 that is current at the time this Certification is issued. The conditions shall remain in
effect for the life of the project, regardless of the expiration date of this Water Quality Certification.
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.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5].
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611
NORTH CAROLINA 919.707.9000
UapadM tof E,,konn tal Quay

Hurricane Florence Repairs Jimmies Creek Drainage Basin
DWR#20240866 v1
Individual Certification#WQC007128
Page 2 of 9
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 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Paul Nyarko at 252-948-3845 or [e-mail] if you have any
questions or concerns.
Sincerely,
Row T""
Robert Tankard, Supervisor
Water Quality Regional Operations Section
Division of Water Resources
NCDEQ, Washington Regional Office
Electronic cc: Scott Davis, [e-mail]
Anthony Scarbraugh, USACE Washington Regulatory Field Office
DWR 401 & Buffer Permitting Branch Electronic file
Laserfiche
D E Q North Carolina Department of Environmental Quality I Division of Water Resources
vvv512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611
NORTH CAROLINA 919.707.9000
Depa"mem of Envlmmme,01 Duality

Hurricane Florence Repairs Jimmies Creek Drainage Basin
DWR#20240866 v1
Individual Certification#WQC007128
Page 3 of 9
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC007128 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 The City Of New Bern,who have authorization for the impacts listed below,
as described within your application received by the N.C. Division of Water Resources (Division) on June
24, 2024, and subsequent information on June 28, 2024, and by Public Notice issued by the U. S. Army
Corps of Engineers/ Division of Coastal Management/Division on July 28, 2024, and within the
Reasonable Period of Time pursuant to 40 CFR Part 121.6.
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 Mitigation Amount
Permanent Temporary Required
Intermittent Streams
Site 1-20/Jimmies 952 linear feet 1054 linear feet 0 credits
Creek- Neuse Basin/
Maintenance/ repair
Totals: 952 linear feet 1054 linear feet 0 credits
Riparian Wetlands
W 1-15/Jimmies 0.002 acres 0.006 acres 0 credits
Creek—Neuse Basin
/ Maintenance
/repair
Totals: 0.002 acres 0.006 acres 0 credits
Detailed Impacts on wetlands,and Streams in Table 1&2
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1. 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 Permittee shall provide the new owner must with a copy of this
Water Quality Certification and all plans and specifications incorporated by reference. The
Permittee may transfer this Water Quality Certification to the new owner by submitting a letter
to the Division with the following statement: "At the time the property is transferred, the terms
and conditions of this 401 Individual Water Quality Certification, including the responsibility to
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611
NoarHcnaouNn 919.707.9000
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Hurricane Florence Repairs Jimmies Creek Drainage Basin
DWR#20240866 v1
Individual Certification#WQC007128
Page 4 of 9
ensure compliance, are binding on the new owner(s)of the property." The letter shall be signed
and dated by both the transferee and the new owner.
Citation: 15A NCAC 02H.0507(d)(2)
2. If the Permittee becomes aware of any inability to comply with any of the conditions of this Water
Quality Certification,they must notify the Washington 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 may be required to submit a new application package with an
appropriate fee to initiate modification of this authorization, and/or to conduct corrective actions
as determined by the Division.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
3. The permittee shall report to the DWR Washington 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)
4. 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)
5. 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)
6. 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
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611
NoarHcnaouNn 919.707.9000
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Hurricane Florence Repairs Jimmies Creek Drainage Basin
DWR#20240866 v1
Individual Certification#WQC007128
Page 5 of 9
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); 15A NCACO28.0200; 15A NCAC 02B
.0231
7. Sediment and erosion control measures shall not be installed in wetlands 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 the 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 028.0200;15A NCAC 028
.0231
8. 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)
9. 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 028.0200, 15A NCAC 028
.0231
10. 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 028.0200
11. Culverts shall be designed and installed in such a manner that the original stream profiles are
not altered and allow for aquatic life movement during low flows. The dimension, pattern, and
profile of the stream above and below a pipe or culvert shall not be modified by widening the
stream channel or by reducing the depth of the stream in connection with the construction
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611
NoarHcnaouNn 919.707.9000
oepanmemorEnviro memaiaaar�

Hurricane Florence Repairs Jimmies Creek Drainage Basin
DWR#20240866 v1
Individual Certification#WQC007128
Page 6 of 9
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 riprap or other bank hardening methods.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
12. 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 028.0200; 15A NCAC 028.0231
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611
NoarHcnaouNn 919.707.9000
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Hurricane Florence Repairs Jimmies Creek Drainage Basin
DWR#20240866 v1
Individual Certification#WQC007128
Page 7 of 9
13. 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
14. 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)
15. 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)
16. Any riprap 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 riprap 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)
17. Any riprap 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
18. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and
general equipment maintenance shall be performed in a manner to prevent,to the maximum
extent practicable, contamination of surface waters by fuels and oils.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c),15A NCAC 02B.0200;15A NCAC 02B
.0231
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611
NoarHcnaouNn 919.707.9000
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Hurricane Florence Repairs Jimmies Creek Drainage Basin
DWR#20240866 v1
Individual Certification#WQC007128
Page 8 of 9
19. 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
20. 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.5143-215.85(b)
21. 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
§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)
22. 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)
23. 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.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit that is current at the time this Certification is issued. The conditions shall remain in
effect for the life of the project, regardless of the expiration date of this Water Quality Certification.
This,the 23rd day of August 2024
14"TA.>V•"
Robert Tankard, Supervisor
Water Quality Regional Operations Section
Division of Water Resources
NCDEQ,Washington Regional Office
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh,North Carolina 27699-1611
NoarHcnaouNn 919.707.9000
oepanmemorEnviro memaiaaar�

Table 1. Jimmies Creek project activity summa
Associated
Project FEMA Permit Potential Type of
Site Site Activity Required Jurisdictional Impact
Feature
Regrade slope,backfill
material,compact, and
4 install vegetative None JC-NWW-51 Non-regulated
stabilization(above
Ordinary High Water Mark,
OHWM).
Regrade slope,backfill,
compact, and replace riprap.
15 Install vegetative None JC-NWW-51 Non-regulated
I-IA stabilization around riprap
(above OHWM).
Regrade slope,backfill
material,compact, and
install vegetative None JC-NWW-3p Non-regulated
16 stabilization(above
OHWM).
Site access and equipment Riparian
movement within Limits of Buffer Buffer - Temporary
Disturbance. Authorization JC-NWW3p
Clear as necessary to access
site. Remove remaining
riprap,backfill material,
1-113 12 compact and replace riprap. None JC-NWW-51 Non-regulated
Install vegetative
stabilization in disturbed
areas above OHWM).
Remove trees to access site.
Regrade slope,backfill
1-1C 13 material,compact, and install vegetative None JSC-NWW-51 Non-regulated
stabilization(above
OHWM).
Regrade slope,backfill
material,compact, and
I-ID 14 install vegetative None JC-NWW-51 Non-regulated
stabilization(above
OHWM).
Regrade slope,backfill
material,compact, and
install vegetative None JC-NWW-3p Non-regulated
I-2A 17, 19 stabilization(above
OHWM).
Site access and equipment Riparian Buffer of JC-
movement within Limits of Buffer NWW-3p Temporary
Disturbance. Authorization
IiPPRovEn
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MANAGEMENT COMMISSION
DIVISION OF VIIWA RESOURCES
DATE_ 4
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Table 1. Jimmies Creek project activity summary continued
Permit
Associated
Project FEMA Potential Type of
Site Site Activity Required Jurisdictional Impact
Feature
Regrade slope,backfill
1-213 18 material, compact, and None JC-NWW-3p Non-regulated
replace riprap(above
OHWM).
Regrade slope,back fill
material, compact, and
1-3 33, 34 install vegetative None JC-NWW-71
Non-regulated
stabilization (above
OHWM).
Backfill material, compact,
31 and install vegetative None JC-NWW-71 Non-regulated
stabilization (above
OHWM).
Remove existing rubble,
1-4 backfill material,compact,
replace rubble, and install Permanent,
32 vegetative stabilization NWP-3 JC-NWW-46 temporary
around disturbed area. (dewatering)
Install culvert outlet
protection.
Regrade slope,backfill
27 material, and install None JC-NWW-71 Non-regulated
vegetative stabilization
1-5 (above OHWM).
Backfill material, compact, Permanent,
30 and install vegetative NWP-3 JC-NWW-14i temporary
stabilization. (dewatering)
Remove wooden fence,
backfill material, compact,
1-6 21 and install vegetative None JC-NWW-III Non-regulated
stabilization. Reinstall
wooden fence(above
OHWM).
Regrade slope, backfill
material, compact, and Permanent,
NWP-3 JC-NWW-2p temporary
install vegetative (dewatering)
1-7A 23,24 stabilization.
Site access and equipment Riparian
f JG
movement within Limits of Buffer Buffer -2 p
NWW Temporary
Disturbance. Authorization
Regrade slope, backfill
material, compact, and Permanent,
1-7B 22 install vegetative NWP-3 JC-NWW-2p temporary
(dewatering)
stabilization.

Table 1. Jimmies Creek project activity summa continued
Permit Associated
Project FEMA Potential Type of
Site Site Activity Required Jurisdictional Impact
Feature
Remove trees,riprap berm,
and silt fence as needed to
access site. Regrade slope,
backfill material,compact,
1-8 26 and replace riprap. Install None JC-NWW-50 Non-regulated
vegetative stabilization JC-NWW-2p
around riprap and disturbed
areas. Replace riprap berm
and silt fence (above
OHWM).
Regrade channel side
slopes,backfill material, Permanent,
compact, and install NWP-3 JC-NWW-9i temporary
1-9 9' vegetative stabilization. (dewatering)
10,25 Site access and equipment Riparian
movement within Limits of Buffer Buffer of Temporary
Disturbance. Authorization NWW-9i
1-10 6 Regrade slope for all
erosional areas,backfill
material,compact, and None JC-NWW-32 Non-regulated
install vegetative
stabilization (above
OHWM).
7 Backfill material,compact,
and install riprap. Install
vegetative stabilization None JC-NWW-32 Non-regulated
around riprap(above
OHWM).
1-11 28 Regrade slope,backfill
material, compact, and Wilson Permanent,
install rip rap.Install NWP-3 temporary
vegetative stabilization Creek-p (dewatering)
around riprap.
29 Remove riprap from
channel bottom and
existing riprap slope Permanent,
protection,backfill NWP-3 Wilson temporary
material, compact, and Creek-p (dewatering)
replace riprap slope
protection.
WEnA DMLWFEA
APPROVED
HOMM CAROUNA ENMfidNME AL
MANAGEMENT COMMISSION
DW SM OF WATER RESOURCES
DATE 08/23,pA�_.24
VWR PQrff*N0 40866 vl

Table 1. Jimmies Creek project activity summa continued
Permit Associated
Project FEMA Potential Type of
Site Site Activity Required Jurisdictional Impact
Feature
Backfill material above
concrete slope protection,
Wilson Creek-
compact, and install None p Non-regulated
vegetative stabilization
above OHWM).
1-12 11 Saw cut and demolish
undermined concrete slope
protection,backfill erosion, None Wilson Creek-
compact, and replace p Non-regulated
concrete slope protection in-
kind(above OHWM).
Remove trees and vegetation
as necessary to perform
repair. Regrade slope,
1-13 5 backfill and compact eroded None JC-NWW-34 Non-regulated
areas and install vegetative
stabilization (above
OHWM).
38 Remove trees and vegetation JC-NWW-36
as necessary to perform
repair. Regrade slope,
1-15 39 backfill and compact eroded None JC-W38 Non-regulated
areas, and install vegetative
44 stabilization(above OHWM JC-W38
and outside wetland).
Block inlet,discharge pump
around into pipe. Regrade
1-16A 35 slope,backfill material, None JC-NWW-40 Non-regulated
compact, and install
vegetative stabilization
above OHWM).
Regrade slope,backfill
material,compact,and
36 install vegetative None JC-NWW-40 Non-regulated
stabilization(above JC-NWW-41
I-16B OHWM).
Regrade slope,backfill
material,compact, and
37 install vegetative None JC-NWW-40 Non-regulated
stabilization (above
OHWM).
APPROVED
NORTH CAROUNA ENyIFIOONMENUL
MANAGEMUIT COMMISSION
DMSION OF WATM RESOURCES
DnTE 08/23_,ZpL 24
DWR Pwn*No

Table 1. Jimmies Creek project activity summa continued
Associated
Project FEMA Permit Potential Type of
Site Site Activity Required Jurisdictional Impact
Feature
Remove and replace
concrete slope stabilization.
Remove trees and vegetation
1-19 52 as necessary. Regrade slope, None None Non-regulated
backfill and compact eroded
areas, and install vegetative
stabilization(above
OHWM
Regrade slope,backfill
material,compact, and
1-20 53 install vegetative None Wilson Creek- Non-regulated
stabilization(above p
OHWM).
Remove five 12" diameter
trees.Backfill material, Permanent,
NWP-3 JC-NWW-Si temporary
compact, and install
1-23 84 ve etative stabilization. (dewatering)
Site access and equipment Riparian
movement within Limits of Buffer Buffer - Temporary
Disturbance. Authorization JC-NWWSi
Remove uprooted trees.
Regrade slope,backfill Permanent,
1-25 76 material, compact, and NWP-3 JC-W27 temporary
install vegetative (dewatering)
stabilization.
Remove failed concrete
flume.Backfill erosion,
compact, and install new
1-27A 47 concrete flume. Install None JC-NWW-33 Non-regulated
vegetative stabilization for
disturbed areas(above
OHWM).
Remove shrub and
associated root ball. Backfill
48 material,compact, and None JC-NWW-161 Non-regulated
install vegetative
stabilization(above
1-27B OHWM).
Realign and reconnect 24"
HDPE piping. Backfill
49 material,compact, and None JC-NWW-16i Non-regulated
install vegetative JC-W34
stabilization (above
OHWM).
WEn %nV-ff IM
APPROVED
faRTM CAROLINA ENVIAON%T-W9-
MANAGEMUff COMMISSION
W SION OF WMER RESOUW--ES
DA.M_DL2a pp 24
DWR PGM*No.�-

Table 1. Jimmies Creek project activity summary continued
Associated
Project FEMA Permit Potential Type of
Site Site Activity Required Jurisdictional Impact
Feature
Remove and replace 4
linear feet of 36"RCP.
Remove uprooted trees, Permanent,
55 and associated root balls. NWP-3 JC-NWW-16i temporary
Backfill material,compact, (dewatering)
and install vegetative
l-28 stabilization.
Remove riprap. Backfill
material,compact,and
56 replace riprap. Install JC-W4• Non-regulated
vegetative stabilization
around riprap (outside
wetland boundary).
Clear trees and brush(as
necessary for access).
57 58 Regrade slope,backfill
1-29A 59 material, compact, and JC-W31 Non-regulated
install vegetative
stabilization (outside
wetland boundary).
Remove tree and associated
root ball. Backfill material,
66 compact, and install JC-W31 Non-regulated
vegetative stabilization
1-29B (outside wetland boundary).
Backfill material, compact,
61 and install vegetative JC-W34 Non-regulated
stabilization (outside
wetland boundary).
Backfill material, compact,
1-36A 45 and install vegetative None JC-NWW-28 Non-regulated
stabilization (above
OHWM).
Backfill material, compact,
1-31B 46 and install vegetative None JC-NWW-39 Non-regulated
stabilization(above
OHWM).
1-31C 54 Backfill material, compact, None JC-NWW-28 Non-regulated
and install vegetative
stabilization (above
OHWM).
VAUAMOMMM
APPROVED
�CQMMkSS10N
A« 08/23 A....*
r 2

Table 1. Jimmies Creek project activity summa continued
Associated
Project FEMA Permit Potential Type of
Site Site Activity Required Jurisdictional Impact
Feature
Backfill material,compact, Permanent,
69 and install vegetative NWP-3 JC-NWW-16i temporary
stabilization. (dewatering)
Clear trees and brush(as
1-31A needed for access). Regrade
72 slope,backfill material, None JC-NWW-161 Non-regulated
compact, and install
vegetative stabilization
above OHWM).
Backfill material,compact,
and install vegetative JC-NWW-16i
1-31B 70, 71 None JC-NWW-22 Non-regulated
stabilization(above
JC-NWW-23
OHWM)-
Backfill material,compact,
and install vegetative JC-W29
1-32 62 stabilization (above OHWM None JC-NWW-21 Non-regulated
and outside wetland JC-NWW-161
boundary).
Remove wooden and chain
link fencing as needed to
access.Backfill material,
compact, and install JC-W30 Permanent,
1-33 63 NWP-3 temporary
vegetative stabilization. JC-W29
Replace wooden and chain (dewatering)
link fencing.Install culvert
inlet and outlet protection.
Block inlets and pump
around during Permanent,
1-34 83 construction.Remove and NWP-3 JC-W28 temporary
replace 18"RCP.Install (dewatering)
culvert outlet protection.
Backfill material,compact,
and install vegetative JC-W16
78 stabilization (above OHWM None JC-NWW-161 Non-regulated
and outside wetland JC-NWW-201
boundary).
1-35 Remove rip rap,backfill
material,compact, and
79 replace riprap. Install None JC-NWW-161 Non-regulated
vegetative stabilization
around riprap(above
OHWM).
111MANDMUFFER
APPROVED
NORTH CAROLINA ENWROWENTAL
MANAGEMENT COMMISSION
DjykgON OF WAIM PESOUHGF:3
���/ppIDAlr 08 23 PAS
Vein Perffa Nm ?0?'nRty,1

Table 2. Project Site Impacts for the Jimmies Creek drainage basin continued
Associated
Project FEMA Potential Type of
Site Site Jurisdictional Reason for Impact Impact Impact Amount
Feature
0.008 acre
Stream fill Permanent 682 linear feet
360 square feet
JC-NWW-91 360 cubic feet
0.018 acre
Channel dewatering Temporary 556 linear feet
1-9 10,25 789 square feet
Site access and activity— 0.135 acre
Zone 1 Temporary 493 linear feet
Buffer of JC- 5870 s are feet
NWW-91 Site access and activity— 0.001 acre
Zone 2 Temporary 17 linear feet
55 square feet
0.002 acre
Stream fill Permanent 60 linear feet
Wilson Creek- 55 square feet
28 55 cubic feet
p 0.008 acre
Channel dewatering Temporary 77 linear feet
1-11 356 s uare feet
0.001 acre
Stream fill Permanent 38 linear feet
Wilson Creek- 33 square feet
29 33 cubic feet
p 0.016 acre
Channel dewatering Temporary 94 linear feet
677 square feet
<0.001 acre
Stream fill Permanent 20 linear feet
17 square feet
JC-NWW-Si 17 cubic feet
0.003 acre
Channel dewatering Temporary 40 linear feet
1-23 84 117 square feet
Site access and activity— 0.076 acre
Zone I Temporary 297 linear feet
Buffer of JC- 3,319 square feet
NWW-51 Site access and activity— 0.002 acre
Zone 2 Temporary 53 linear feet
97 square feet
rIfET1I1NDB[�A
APPROVED
HOM CAwoUNA ENVM0NMWrAL
MANAGEMENT COMMISSION
DWISION OF WA M RESOURCES
DJITE 08�2�
OWR pom*No. - �_�

Table 1. Jimmies Creek project activity summa continued
Associated
Project FEMA Permit Potential Type of
Site Site Activity Required Jurisdictional Impact
Feature
Clear as necessary to access
site. Regrade slope,backfill
material,compact,and None JC-NWW-161 Non-regulated
80,81, install vegetative
1-36 82 stabilization (above
OHWM).
Site access and equipment Riparian
movement within Limits of Buffer Buffer of Temporary
Disturbance. Authorization JC-NWW-16i
Remove four trees(8"
diameter) and associated
73 root ball. Backfill material, None JC-NWW-161 Non-regulated
compact, and install
vegetative stabilization
(above OHWM).
1-37 Remove trees(3",two 4",
6", 8",and two 15"
diameter) and associated
74 root balls.Backfill material, None JC-NWW-161 Non-regulated
compact, and install
vegetative stabilization
(above OHWM).
Projects identified in bold in Table I are anticipated to require authorization. Anticipated impacts
associated with specific project activities are provided in Table 2 below. Due to the potential overlap
of temporary project activities(e.g.,temporary inlet protection and dewatering),total impacts may be
less than the sum of individual activities within each site.
�IETLANQBUF�R
APPROVED
tgMH CAROUNA ENVI 00AENTAL
MANAGEMENT COMMISSION
KINZIO i OF WAWA RESOURCES
DATE 08 20�
OWE PGOTA Hm-

Table 2. Project Site Impacts for the Jimmies Creek drainage basin
Associated
Project FEMA Potential Type of
Site Site Jurisdictional Reason for Impact Impact Impact Amount
Feature
Site access and activity— 0.954 acre
Zone 1 Temporary 3,479 linear feet
I-IA & 16, 17, Buffer of JC- 41,554 square feet
1-2A 19 NWW-3p 0.006 acre
Site access and activity— Temporary 27 linear feet
Zone 2 268 square feet
0.001 acre
Culvert outlet protection Permanent 5 linear feet
25 square feet
1-4 32 JC-NWW-46 25 cubic feet
0.001 acre
Channel dewatering Temporary 25 linear feet
52 s uare feet
<0.001 acre
Stream fill Permanent 9 linear feet
13 square feet
1-5 30 JC-NWW-141 13 cubic feet
0.002 acre
Channel dewatering Temporary 29 linear feet
106 s uare feet
0.002 acre
Stream fill Permanent 92 linear feet
90 square feet
1-7A 23,24 JC-NWW-2p 90 cubic feet
0.015 acre
Channel dewatering Temporary 127 linear feet
673 s uare feet
0.001 acre
Stream fill Permanent 30 linear feet
30 square feet
1-7B 22 JC-NWW-2p 30 cubic feet
0.011 acre
Channel dewatering Temporary 75 linear feet
479 square feet
Site access and activity— 0.133 acre
Zone 1 Temporary 517 linear feet
1-7A& 22,23, Buffer of JC- 5778 s are feet
1-7B 24 NWW-2p 0.011 acre
Site access and activity— Temporary 92 linear feet
Zone 2 459 square feet
. MIE'TLAI�IDJBUFIFEA
APPROVED
NOM CARpUNA ENVIVIONMEWAL
Q.AMGEMENT COMMISSION
MIS�QN OF WATM RESOURCES
GATE 08/23 pp_"
OWR PWWA Nm---4ee�e�et

Table 2. Project Site Impacts for the Jimmies Creek drainage basin continued
Associated
Project FEMA Potential Type of
Site Site Jurisdictional Reason for Impact Impact Impact Amount
Feature
0.008 acre
Stream fill Permanent 682 linear feet
360 square feet
JC-NWW-91 360 cubic feet
0.018 acre
Channel dewatering Temporary 556 linear feet
1-9 10,25 789 square feet
Site access and activity— 0.135 acre
Zone 1 Temporary 493 linear feet
Buffer of JC- 5870 s are feet
NWW-91 Site access and activity— 0.001 acre
Zone 2 Temporary 17 linear feet
55 square feet
0.002 acre
Stream fill Permanent 60 linear feet
Wilson Creek- 55 square feet
28 55 cubic feet
p 0.008 acre
Channel dewatering Temporary 77 linear feet
1-11 356 s uare feet
0.001 acre
Stream fill Permanent 38 linear feet
Wilson Creek- 33 square feet
29 33 cubic feet
p 0.016 acre
Channel dewatering Temporary 94 linear feet
677 square feet
<0.001 acre
Stream fill Permanent 20 linear feet
17 square feet
JC-NWW-Si 17 cubic feet
0.003 acre
Channel dewatering Temporary 40 linear feet
1-23 84 117 square feet
Site access and activity— 0.076 acre
Zone I Temporary 297 linear feet
Buffer of JC- 3,319 square feet
NWW-51 Site access and activity— 0.002 acre
Zone 2 Temporary 53 linear feet
97 square feet
VA LANQBi1Pl M
APPROVEO
NOM CApOUNA ENVffXW utENTAL
MANAGEMENT COMMISSION
DMSKM OF WATER RESOURCES
DATE 08/
tW/p �{�� -)mn QA-1 -

Table 2. Project Site Impacts for the Jimmies Creek drainage basin continued
Associated
Project FEMA Potential Type of
Site Site Jurisdictional Reason for Impact Impact Impact Amount
Feature
0.001 acre
Wetland fill Permanent 53 linear feet
42 square feet
1-25 76 JC-W27 42 cubic feet
0.003 acre
Channel dewatering Temporary 20 linear feet
109 square feet
0.001 acre
Stream fill Permanent 12 linear feet
25 square feet
1-28 55 JC-NWW-161 25 cubic feet
0.003 acre
Channel dewatering Temporary 16 linear feet
137 s uare feet
<0.001 acre
Stream fill Permanent 4 linear feet
15 square feet
1-3 IA 69 JC-NWW-161 15 cubic feet
0.002 acre
Channel dewatering Temporary 15 linear feet
69 s uare feet
<0.001 acre
Wetland fill Permanent 38 linear feet
10 square feet
10 cubic feet
<0.001 acre
Outlet protection Permanent 8 linear feet
JC-W30 4 square feet
4 cubic feet
1-33 63 <0.001 acre
Inlet protection Temporary 6 linear feet
3 square feet
0.001 acre
Channel dewatering Temporary 37 linear feet
26 s uare feet
0.002 acre
JC-W29 Channel dewatering Temporary 46 linear feet
96 s uare feet
WIMANDMUFFEA
APPROVED
"MM CAROUMA EmmONMENTAL
MANAGEM04T COMMISSION
pNLSyM OF WAITER RESOURCES
DATE 0088/23 pp_."
VR M.202409 6 vl -

Table 2. Project Site Impacts for the Jimmies Creek drainage basin continued
Associated
Project FEMA Potential Type of
Site Site Jurisdictional Reason for Impact Impact Impact Amount
Feature
<0.001 acre
Wetland fill Permanent 3 linear feet
4 square feet
4 cubic feet
<0.001 acre
1-34 83 JC-W28 4 linear feet
Outlet protection Permanent 16 square feet
16 cubic feet
<0.001 acre
Channel dewatering Temporary 10 linear feet
10 s uare feet
Site access and activity— 0.159 acre
Zone I Temporary 589 linear feet
1-36 80, 81, Buffer of 6921 square feet
82 JC-NWW-161 0.040 acre
Site access and activity— Temporary 219 linear feet
Zone 2 1761 square feet
Table 3. Total Impacts to Potential Jurisdictional Areas in the Jimmies Creek drainage basin
952 linear feet
Permanent 663 square feet
Total Potential Stream Impacts 0.017 acre
1054 linear feet
Temporary 3445 square feet
0.079 acre
106 linear feet
Permanent 76 square feet
Total Potential Wetland Impacts 0.002 acre
119 linear feet,
Temporary 244 square feet
0.006 acre
Table 4. Total Neuse River Riparian Buffer Im acts
Zone 1 63,442 square feet
1.457 acres
Total Temporary Impacts 2640 square feet
Zone 2 0.060 acre
No permanent impacts to Neuse River Riparian Buffers are anticipated.
WETLAMMUFFER
APPROVED
NORTH CAROUw4 ENVIRONMENTAL
MANAGEMENT COMMISSION
DMNSiON OF WATER RESOURCES
oATE 08/23M 24

Additional non-regulated activities have been summarized for the Jimmies Creek basin to provide
official notification for the remainder of project work. No activities will occur below the OHWM of
potential jurisdictional waters or within the limits of potential jurisdictional wetlands. A summary of
these activities is provided in Table 4.
Table 4. Non-Regulated activities summary for the Jimmies Creek drainage basin
Project FEMA Associated Potential
Site Site Jurisdictional Feature Activity Amount
if a licable)
Regrade slope,backfill material,
4 JC-NWW-51 compact, and install vegetative 14 linear feet
stabilization above OHWM).
Regrade slope,backfill, compact, and
replace rip rap. Install vegetative
1-IA 15 JC-NWW-51 stabilization around riprap(above 56 linear feet
OHWM).
Regrade slope,backfill material,
16 JC-NWW-3p compact, and install vegetative 15 linear feet
stabilization (above OHWM).
Clear as necessary to access site.
Remove remaining riprap, backfill
1-113 12 JC-NWW-51 material, compact and replace riprap. 30 linear feet
Install vegetative stabilization in
disturbed areas (above OHWM).
Remove trees to access site.Regrade
slope,backfill material, compact, and
1-1C 13 JSC-NWW-51 install vegetative stabilization(above 1• linear feet
OHWM).
Regrade slope,backfill material,
1-11) 14 JC-NWW-51 compact, and install vegetative 18 linear feet
stabilization (above OHWM).
17 JC-NWW-3p Regrade slope,backfill material, 67 linear feet
1-2A compact, and install vegetative
19 JC-NWW-3p stabilization (above OHWM). 165 linear feet
Regrade slope,backfill material,
1-2B 18 JC-NWW-3p compact, and replace riprap(above 40 linear feet
OHWM).
33 JC-NWW-71 Regrade slope,back fill material, 16 linear feet
1-3 compact, and install vegetative
34 JC-NWW-71 stabilization (above OHWM). 22 linear feet
1-4 31 JC-NWW-7i Backfill material, compact, and install 1• linear feet
vegetative stabilization (above OHWM).
Regrade slope,backfill material, and
1-5 27 JC-NWW-71 install vegetative stabilization(above 11 linear feet
OHWM).
Remove wooden fence,backfill material,
1-6 21 JC-NWW-I6i compact, and install vegetative 12 linear feet
stabilization. Reinstall wooden fence
(above OHWM).
WET ANDMUFFER
APPROVED
#jOMH CAROIDW ENwO WENTAL
►1ANAGE)dENT COW MISSION
DIVISKM Of WANA RIESOUACES
wIE •8/23 W_ 24
DWRP0" N°. VI

Table 4. on-Regulated activities summa for the Jimmies Creek drainage basin continued
Project FEMA Associated Potential
Site Site Jurisdictional Feature Activity Amount
if applicable)
Remove trees,riprap berm, and silt fence
as needed to access site. Regrade slope,
JC-NWW-50 backfill material,compact, and replace
1-8 26 JC-NWW-2p riprap.Install vegetative stabilization 23 linear feet
around riprap and disturbed areas.
Replace riprap berm and silt fence(above
OHWM).
Regrade slope for all erosional areas,
6 JC-NWW-32 backfill material,compact, and install 84 linear feet
1-10 vegetative stabilization above OHWM).
Backfill material,compact, and install
7 JC-NWW-32 riprap.Install vegetative stabilization 11 linear feet
around ri ra above OHWM).
Backfill material above concrete slope
Wilson Creek-p protection,compact, and install vegetative 20 linear feet
stabilization(above OHWM).
1-12 11 Saw cut and demolish undermined
Wilson Creek-p concrete slope protection,backfill 3 linear feet
erosion,compact, and replace concrete
sloe protection in-kind(above OHWM).
Remove trees and vegetation as necessary
1-13 5 JC-NWW-34 to perform repair. Regrade slope,backfill 784 linear feet
and compact eroded areas and install
vegetative stabilization.
38 JC-NWW-36 Remove trees and vegetation as necessary 60 linear feet
to perform repair. Regrade slope,backfill
1-15 39 JC-W38 and compact eroded areas, and install 26 linear feet
vegetative stabilization(above OHWM
44 JC-W38 and outside wetland). 144 linear feet
Block inlet,discharge pump around into
1-16A 35 JC-NWW-40 pipe. Regrade slope,backfill material, 189 linear feet
compact, and install vegetative
stabilization(above OHWM).
JC-NWW-40 Regrade slope,backfill material,compact,
36 JC-NWW-41 and install vegetative stabilization (above 36 linear feet
1-16B OHWM).
Regrade slope,backfill material,compact,
37 JC-NWW-40 and install vegetative stabilization (above 20 linear feet
OHWM).
Remove and replace concrete slope
stabilization. Remove trees and vegetation
1-19 52 None as necessary to perform repair. Regrade 34 linear feet
slope,backfill and compact eroded areas,
and install vegetative stabilization (above
OHWM).
WEnwNoMLWfn
APPROVED
tams,cASOLMA Mw
MM"EMEM CCOMMIISOSUION
DrVISIONo Ut 1!1IWE�� 4A
am Part No.

Table 4.Non-Re ulated activities summa for the Jimmies Creek drainage basin continued
Project FEMA Associated Potential
Site Site Jurisdictional Feature Activity Amount
(if applicable)
Regrade slope,backfill material,
1-20 53 Wilson Creek-p compact, and install vegetative 38 linear feet
stabilization.
Remove failed concrete flume. Backfill
erosion,compact, and install new
1-27A 47 JC-NWW-33 concrete flume. Install vegetative 28 linear feet
stabilization for disturbed areas(above
OHWM).
Remove shrub and associated root ball.
48 JC-NWW-16i Backfill material,compact, and install 8 linear feet
vegetative stabilization (above OHWM).
1-27B Realign and reconnect 24"HDPE piping.
49 JC-NWW-161 Backfill material,compact, and install 30 linear feet
JC-W34 vegetative stabilization(above OHWM
and outside wetland).
Remove riprap.Backfill material,
compact, and replace riprap. Install
1-28 56 JC-W40 141inear feet
vegetative stabilization around riprap
outside wetland boundary).
57 JC-W31 Clear trees and brush(as necessary for 45 linear feet
1-29A 58 JC-W31 access). Regrade slope,backfill material, 45 linear feet
compact, and install vegetative
59 JC-W31 stabilization (outside wetland boundary). 45 linear feet
Remove tree and associated root ball.
60 JC-W31 Backfill material,compact, and install 12 linear feet
vegetative stabilization(outside wetland
1-29B boundary).
Backfill material,compact, and install
61 JC-W34 vegetative stabilization(outside wetland 82 linear feet
boundary).
1-30A 45 JC-NWW-28 Backfill material,compact, and install 4 linear feet
vegetative stabilization above OHWM).
1-30B 46 JC-NWW-30 Backfill material,compact, and install 10 linear feet
vegetative stabilization (above OHWM).
1-30C 54 JC-NWW-28 Backfill material,compact, and install 7 linear feet
vegetative stabilization above OHWM).
Clear trees and brush(as needed for
1-3 IA 72 JC-NWW-161 access). Regrade slope,backfill material, 14 linear feet
compact, and install vegetative
stabilization above OHWM).
70 JC-NWW-161 Backfill material,compact,and install 80 linear feet
1-31B vegetative stabilization (above OHWM).
JC-NWW-22 Backfill material compact, and install
71 JC-NWW-23 vegetative stabilization above OHWM).
15 linear feet
WMAMMMM
APPRovED
Noah CAROLM eMPONMEWAL
MANAGEMENT COMMISSION
Dr4SM OF WA3ER RESOURCES
DATE 08/23 go 24
OM PGnMk Nm

Table 4.Non-RegMated activities summa for the Jimmies Creek drainage basin continued
Project FEMA Associated Potential
Site Site Jurisdictional Feature Activity Amount
(if applicable)
JC-W29 Backfill material,compact, and install
1-32 62 JC-NWW-21 vegetative stabilization(above OHWM 30 linear feet
JC-NWW-161 and outside wetland boundary).
JC-W 16
78 JC-NWW-161 Backfill material,compact, and install 100 linear feet
1-35 JC-NWW-201 vegetative stabilization(above OHWM
79 JC-NWW-161 and outside wetland boundary). 16 linear feet
80 JC-NWW-161 Clear as necessary to access site. 45 linear feet
1-36 81 JC-NWW-161 Regrade slope,backfill material, 45 linear feet
compact, and install vegetative
82 JC-NWW-161 stabilization(above OHWM). 25 linear feet
Remove four trees(8"diameter) and
73 JC-NWW-161 associated root ball.Backfill material, 12 linear feet
compact, and install vegetative
1-37 stabilization (above OHWM).
Remove trees(3",two 4", 6", 8", and
74 JC-NWW-161 two 15"diameter) and root balls. 20 linear feet
Backfill material,compact, and install
vegetative stabilization above OHWM).
Total 2682 linear feet
WETIANQBil"M
APPROVED
f9W7H CApIOUNA E1NVRONMEWAL
MANAGEMENT COMMISSION
DNtiSION OF WAM RESOURCES
VM Pom�it No. see s�—

- Legend
QCity of New Bern drainage basin boundary
US-�aN9h Permitting Sites Axiom Environmental,Inc.
N'ay 0 Project area Prepared for:
Potential perennial non-wetland waters
Potential intermittent(seasonal)non-wetland waters
]Potential non-wetland waters NEW BERN
■
Potential surface waters CITY OF NEW BERN
Potential wetland waters Project:
NCDOT roads City of New Bern
Drainage
Repairs
r, JIMMIES CREEK
BASIN
,�!!r'`� i Site Locations
WETLANDIBUFMand Potential
APPROVED NOMM�NA � , Jurisdictional Areas
i v r
^�
MANAGEMENT c�OMMISSION or�A • Notes:
•`\ DWISION OF WA7M�QUIRCI S •SI Background imagery source:
2016�Jr 11�.��� 08/23 Zed
� , ■ �oo\oJaCd by the Nri aerial photography ce(nlin
lIy'�� s the NC OneMa Service online,
DATE
+ o�doo supportedilby raph c Information the NC Center for
om�a No. .� 8�6 1}� Gyav AnalGeoysis(NCCGIIA) and
,_,
r rrr
Yt
II
� r
1
� i � � � i t Road ■ � '9c
Drawn b MLA
Ile
2024
N ,
o
5:e�r Date Apr
Scale: 1:16,000
uk e. �" bgdu r` .+ J 6 Project No: 20-009
FIGURE
600 300 0 600 1,200 1,800 2,400
Feet
I

1-1D Legend
City of New Bern drainage basin boundary
Q Project site locations subject to riparian buffer rules Axiom Environmental,Inc.
Q Project site locations not subject to riparian buffer rules Prepared for:
c a
tits AW-
NEW BERN
9_1
CITY OF NEW BERN
Project:
City of New Bern
Drainage
Repairs
JIMMIES CREEK
WEILAM� ._ _.. ... ... EomrInUl" 3 BASIN
APPROVED
NORTH CAROUNA ENVMONMEWAL 1-4
MANAGEMENT COMMISSION Site Locations h
9_2 �' .� USGS Topography
o�OF� D
p RESOURCES 1-g 1-10 1-5 _ .
08/2324 � Notes
DATE -��� 1-$ Background
�� J� �1" �^�' �:.` O��fEQ•EN �-_ gERµE 00�yJ USA National Map imagery source:
T1VYR PYfiltrt Plo 1 1 1-11 - E 0US
N provided by the V - LE,PR Geological Survey
2U240866 (USGS)
1-6 9-7 J 1-13
1-15 1-16
1-27 1-28
[E
1 gtNG t�g'014 S��EJt 1-29 1 37
-19
M t KING,BLV 1-20 1-31 1-30 i
1-32
1-34 1-33 D
1-23 C Drawn by: MLA
P 3
?� Date: Apr 2024
1-36 n n Scale: 1:16,000
LL - Project No: 20-009
�10 - - FIGURE
600 300 0 600 1,200 1,800 2,400
1-25 dll Feet 2

J `
ol"
rs`/ APPROVED
*, Axiom Environmental,Inc.
P Wilson Creek `+ s ���y�� �y�
NORTH CARI UNA E7r1/R"lONMEf�1AL Prepared for:
MANAGBAuE�N��TT�CpOMMISSION
1 "/ \ � ✓ ssOr .� �OF WAXER, .SO
NEW KERN
DATE 08/23 pQi K ` T fE R N rr � j• �,: �• 4 �� VM r"11.r��NO• V .. Project:
City of New Bern
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BASIN
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supported by the NC Center for
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r�:I ',A Notes:
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2016 aerial photography provided
by the NC OneMap Service(online,
�1._ supported by the NC Center for
►'`' <
Geographic InformationAPPROVED
and
\ y Analysis(NCCGIA).
$110M CA UNA ENWONMEW& ° r � Pipes and culverts are shown to
M
depict continuity only. Not all pipes
ANAGEUMCpMMISSION
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DATE 08/23�
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Saar 7H

F,,,,STATE
n.03 O
ROY COOPER
Governor
ELIZABETH S.BISER
Secretary *farQmM'410
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
DWR Project No: 20240866 v1 County: Craven
Applicant: The City of New Bern
Project Name: Hurricane Florence Repairs Jimmies Creek Drainage Basin
401 Water Quality Certification Issued Date: 08/23/2024
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the DWR
Central Office—Wetlands and Buffer Permitting Unit, NC DWR, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWR by the applicant,the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that,to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules,the
approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that,to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules,the
approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project,for the Permitee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such
that the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules,the approved plans and specifications, and other supporting
materials.
Signature: Date:
D E Q �J North Carolina Department of Environmental Quality I Division of Water Resources
v 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
NORTH CAROLINA 919.707.9000
Deperlment of Envlmnmenbl Deallry