20181530 Ver 3_B-5302 Nationwide Beaufort December 20 2018_20230224

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER JAMES H.TROGDON,III
GOVERNOR SECRETARY
March 19,2019
MEMORANDUM TO: Mr. Preston Hunter,P.E.
Division 2 Engineer
Y/1'ullk C. �=7
FROM: Q Philip S. Harris,III,P.E.,Unit Head
Environmental Analysis Unit
SUBJECT: Beaufort County;Replacement of Bridge No. 3 on US 17 over Norfolk
Southern Railroad;Federal Aid No. BRNHPP-0017(127);WBS
46010.1.1; TIP B-5302
Attached are the U.S.Army Corps of Engineers Nationwide Permits and N.C. Division of Water
Resources(NCDWR)Water Quality Certification. All environmental permits have been received for the
construction of this project.
A copy of this permit package will be posted on the NCDOT website at:
https://connect.ncdot.gov/resources/Environmental/Pages/Permits-and-Miti ation.aspx
Quick Links>Permit Documents>Issued Permits.
cc: w/o attachment(see website for attachments)
Mr. Ron Davenport,P.E. Contracts Management
` Mr.Jay Johnson, Division 2
Dr.Majed Al-Ghandour,P.E.,Programming and TIP
Mr. Carl Barclay, P.E.,Utilities
Mr. Stephen Morgan,P.E.,Hydraulics
Mr. Brian Hanks, P.E., Structures Management
Mr.Mark Staley, Roadside Environmental
Mr. Lamar Sylvester,P.E., State Roadway Construction Engineer
Ms. Beth Harmon,Division of Mitigation Services
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 1000 BIRCH RIDGE DRIVE
ENVIRoNmENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER Webslte:www.ncdot.gov
RALEIGH NC 27699-1598

PROJECT COMMITMENTS
T.I.P Project No. B-5302
Replacement of Bridge No. 3 on US 17
over Norfolk Southern Railroad
Beaufort County
Federal Aid Project No. BRNHPP-0017(127)
WBS Element 46010.1.1
COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN
Division Two Construction, Resident Engineer's Office—Offsite Detour
In order to have time to adequately reroute school buses, Beaufort County Schools will be
contacted at(252) 946-6209 at east one month prior to road closure.
Beaufort County Emergency services will be contacted at(252) 940-6519 at least one month
prior to road closure to make the necessary temporary reassignments to primary response units.
Roadway Design, Structure Design
Forty two-inch bridge rails are proposed on both sides of the bridge to accommodate bicycles.
Natural Environment Section
It is anticipated the project may affect, but is not likely to adversely affect the red wolf.
Coordination with the US Fish and Wildlife Service regarding this biological conclusion will be
conducted prior to construction authorization for the project. Coordination with the U.S. Fish
and Wildlife Service confirmed that a formal biological conclusion is not necessary for this
species in the project area.
Surveys for rough-leaved loosestrife will be conducted during the survey window(May to June)
prior to construction authorization of the project. Further evaluation of the project area
confirmed that there is no suitable habitat for this species present.
COMMITMENTS FROM PERMITTING
No new commitments were developed during permitting.
B-5302 Permit Greensheet
March 2019
Page 1 of 1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-02324 County: Beaufort County U.S.G.S. Quad:Washington
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Chris Rivenbark
NCDOT-NEU
Address: 1548 Mail Service Center
Raleigh NC,27699
Telephone Number:
Size(acres) 1_5 Nearest Town Washington
Nearest Waterway Tar River River Basin Pamlico
USGS HUC 03020104 Coordinates Latitude: 35.530422
Longitude: -77.073292
Location description: Bridge 3 on US 17 Business over N&S RR Tracks near Chocowinity,Beaufort County,North Carolina.
Description of projects area and activity: Replace the existing US 17 bridge over N&S railroad tracks,which requires relocating
existing water sewer and power utilities.The existing 5-span 173 foot structure will be replaced on the existing alignment.The
new 3-span bridge will be 246 feet long,with a deck width of 70 feet.Water and sewer mains for the City of Washington and a
sewer main for the Town of Chocowinity require relocation using directional bore to reduce impacts,but require excavation
and fill in wetlands. 1.04 acres of permanent wetland impacts and 0.39 acres of temporary wetland impacts are authorized by
this verification.
Applicable Law: ® Section 404(Clean Water Act,33 USC 1344)
❑ Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: NWP 23 Approved Categorical Exclusions
and NWP 12 Utility Line Activities
SEE ATTACHED RGP or NWP GENERAL,REGIONAL AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated December 20,2018.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 [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C.Division of Coastal Management in Washington,NC,at(252)946-6481.
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 Thomas Steffens at(910)251-4615 or Thomas.A.Steffens(a,usace.army.mil.
Cons Regulatory official: STE F F E N S.TH O M AS.A N C Digitally
signed
Government ouu=DoD,ouRPKI,ou$USA273
RUM.] 284706273 Date:2018.1,2.20 114:52s 8N05'00' 1284706273

SAW-2018-02324
Date: December 20,2018
Expiration Date of Verification: March 18,2022
A.Determination of Jurisdiction:
1. ® There are wetlands on the above described project area that may be subject to Section 404 of the Clean Water Act(CWA)
(33 USC § 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403).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. Please note,
if work is authorized by either a general or nationwide permit,and you wish to request an appeal of an approved JD,the appeal
must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United
States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area 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(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.
3. ❑ There are waters,including wetlands, within the above described project area that are 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.
4. ❑ A jurisdiction determination was not completed with this request. Therefore,this is not an appealable action. However,you
may request an approved JD,which is an appealable action,by contacting the Corps for further instruction.
5. ❑ The aquatic resources within the above described project area have been identified under a previous action. Please reference
the approved jurisdictional determination issued . Action ID: SAW-
B.Basis For Jurisdictional Determination: N/A.An Approved JD has not been completed.
C.Remarks:
D. 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.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 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: Jason Steele,Review Officer
60 Forsyth Street SW,Room 10M15
Atlanta,Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by

SAW-2018-02324
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. Digitally signed by
STE F F E N S.TH O M AS.A SSTEFFENS.THOMAS.ANCRUM.1284706273
Corps Regulatory Official: DN:c=US,o=U.S.Government,ou=DoD,ou=PKI,
ou= ,cn=S I EFFENS.I HOMAS.ANCRUM.1284706273
NCRUM1284706273 Date:2018.12.2014:52:00-05'00'
Date of JD: December 20,2018 Expiration Date of JD:
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
htlp://corpsmgpu.usace.army.mil/cm gpex/f?p=l36:4:0.
Copy furnished:

SAW-2018-02324
SPECIAL CONDITIONS
1.CONSTRUCTION PLANS: All work authorized by this permit must be performed in strict compliance with the
attached plans dated November 15,2018 which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers(USAGE)prior to implementation.
2.UNAUTHORIZED DREDGE OR FILL: Except as authorized by this permit or any USACE approved modification to
this permit,no excavation,fill or mechanized land-clearing activities shall take place at any time in the construction or
maintenance of this project,within waters or wetlands. This permit does not authorize temporary placement or double
handling of excavated or fill material within waters or wetlands outside the permitted area. This prohibition applies to all
borrow and fill activities connected with this project.
3.MAINTAIN CIRCULATION AND FLOW OF WATERS: Except as specified in the plans attached to this permit,no
excavation,fill or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this
project,in such a manner as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach
of waters or wetlands.
4.DEVIATION FROM PERMITTED PLANS: The permittee shall ensure that the construction design plans for this
project do not deviate from the permit plans attached to this authorization. Written verification shall be provided that the
final construction drawings comply with the attached permit drawings prior to any active construction in waters of the United
States,including wetlands. Any deviation in the construction design plans will be brought to the attention of the Corps of
Engineers,Mr.Thomas Steffens,Washington Regulatory Field Office prior to any active construction in waters or wetlands.
5.CZMA:The Permittee shall fully abide by all conditions of the CAMA Major Development Permit No.XXXXX,dated
XXXX,when issued by the North Carolina Division of Coastal Management,which are incorporated herein by reference.
6.SILT-FENCING: The permittee shall employ all sedimentation and erosion control measures necessary to prevent an
increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include,but is not
limited to,the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance
or the movement of earthen fill,and the immediate stabilization of all disturbed areas. Additionally,the project must remain
in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes
Chapter 113A Article 4).
Digitally signed by
STE F F E N S.TH OMAS.A STEFFENS.THOMAS.ANCRUM.1284706273
DN:c=US,o=U.S.Government,ou=DoD,ou=PKI,
NCRUM.1284706273 con ST FFENS.THOMAS.ANCRUM.1284706273
Date:2018.12.20 14:51:41 -05'00'

Action ID Number: SAW-2018-02324 County: Beaufort County
Permittee: Chris Rivenbark
NCDOT-NEU
Project Name: NCDOT B-5302 Bridle 3 US 17 Bus N&S RR tracks
Date Verification Issued: December O;r�'r9i-Srigitally signed by
ENS.THOMAS.A SDTEFFENS31-10MAS.ANCRUM.1284706273
DN:c=US,o=U.S.Government,ou=DoD,ou=PKI,
Project Manager: Thomas Steffens NCRUM.1284706273 ou=USn=STEF EN
0500 ANCRUM.1284706273
018
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: Thomas Steffens
Washington Regulatory Field Office
2407 West 5th Street
Washington, North Carolina
27889
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

NATIONWIDE PERMIT 12
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2017
Utility Line Activities. Activities required for the construction, maintenance, repair, and
removal of utility lines and associated facilities in waters of the United States, provided the activity
does not result in the loss of greater than 1/2-acre of waters of the United States for each single and
complete project.
Utility lines: This NWP authorizes the construction, maintenance, or repair of utility lines,
including outfall and intake structures, and the associated excavation, backfill, or bedding for the
utility lines, in all waters of the United States, provided there is no change in pre-construction
contours. A "utility line" is defined as any pipe or pipeline for the transportation of any gaseous,
liquid, liquescent, or slurry substance, for any purpose, and any cable, line, or wire for the
transmission for any purpose of electrical energy, telephone, and telegraph messages, and radio
and television communication. The term"utility line" does not include activities that drain a water
of the United States, such as drainage tile or french drains, but it does apply to pipes conveying
drainage from another area.
Material resulting from trench excavation may be temporarily sidecast into waters of the
United States for no more than three months, provided the material is not placed in such a manner
that it is dispersed by currents or other forces. The district engineer may extend the period of
temporary side casting for no more than a total of 180 days, where appropriate. In wetlands, the
top 6 to 12 inches of the trench should normally be backfilled with topsoil from the trench. The
trench cannot be constructed or backfilled in such a manner as to drain waters of the United States
(e.g., backfilling with extensive gravel layers, creating a french drain effect). Any exposed slopes
and stream banks must be stabilized immediately upon completion of the utility line crossing of
each waterbody.
Utility line substations: This NWP authorizes the construction, maintenance, or expansion
of substation facilities associated with a power line or utility line in non-tidal waters of the United
States, provided the activity, in combination with all other activities included in one single and
complete project, does not result in the loss of greater than 1/2-acre of waters of the United States.
This NWP does not authorize discharges into non-tidal wetlands adjacent to tidal waters of the
United States to construct, maintain, or expand substation facilities.
Foundations for overhead utility line towers, poles, and anchors: This NWP authorizes the
construction or maintenance of foundations for overhead utility line towers, poles, and anchors in
all waters of the United States, provided the foundations are the minimum size necessary and
separate footings for each tower leg (rather than a larger single pad) are used where feasible.
Access roads: This NWP authorizes the construction of access roads for the construction
and maintenance of utility lines, including overhead power lines and utility line substations, in
non-tidal waters of the United States, provided the activity, in combination with all other activities
included in one single and complete project, does not cause the loss of greater than 1/2-acre of
non-tidal waters of the United States. This NWP does not authorize discharges into non-tidal
wetlands adjacent to tidal waters for access roads. Access roads must be the minimum width
necessary (see Note 2, below). Access roads must be constructed so that the length of the road
minimizes any adverse effects on waters of the United States and must be as near as possible to
pre-construction contours and elevations (e.g., at grade corduroy roads or geotextile/gravel roads).

Access roads constructed above pre-construction contours and elevations in waters of the United
States must be properly bridged or culverted to maintain surface flows.
This NWP may authorize utility lines in or affecting navigable waters of the United States
even if there is no associated discharge of dredged or fill material (See 33 CFR Part 322).
Overhead utility lines constructed over section 10 waters and utility lines that are routed in or
under section 10 waters without a discharge of dredged or fill material require a section 10 permit.
This NWP also authorizes temporary structures, fills, and work necessary to conduct the
utility line activity. Appropriate measures must be taken to maintain normal downstream flows and
minimize flooding to the maximum extent practicable, when temporary structures, work, and
discharges, 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.
Notification: The permittee must submit a pre-construction notification to the district
engineer prior to commencing the activity if any of the following criteria are met: (1) the activity
involves mechanized land clearing in a forested wetland for the utility line right-of-way; (2) a
section 10 permit is required; (3) the utility line in waters of the United States, excluding overhead
lines, exceeds 500 feet; (4) the utility line is placed within a jurisdictional area (i.e., water of the
United States), and it runs parallel to or along a stream bed that is within that jurisdictional area;
(5) discharges that result in the loss of greater than 1/10-acre of waters of the United States; (6)
permanent access roads are constructed above grade in waters of the United States for a distance of
more than 500 feet; or(7) permanent access roads are constructed in waters of the United States
with impervious materials. (See general condition 31.) (Sections 10 and 404)
Note 1: Where the proposed utility line is constructed or installed in navigable waters of the
United States (i.e., section 10 waters) within the coastal United States, the Great Lakes, and United
States territories, copies of the pre-construction notification and NWP verification will be sent by
the Corps to the National Oceanic and Atmospheric Administration (NOAA),National Ocean
Service (NOS), for charting the utility line to protect navigation.
Note 2: Access roads used for both construction and maintenance may be authorized,
provided they meet the terms and conditions of this NWP. Access roads used solely for
construction of the utility line must be removed upon completion of the work, in accordance with
the requirements for temporary fills.
Note 3: Pipes or pipelines used to transport gaseous, liquid, liquescent, or slurry substances
over navigable waters of the United States are considered to be bridges, not utility lines, and may
require a permit from the U.S. Coast Guard pursuant to Section 9 of the Rivers and Harbors Act of
1899. However, any discharges of dredged or fill material into waters of the United States
associated with such pipelines will require a section 404 permit (see NWP 15).
Note 4: For overhead utility lines authorized by this NWP, a copy of the PCN and NWP
verification will be provided to the Department of Defense Siting Clearinghouse, which will
evaluate potential effects on military activities.

The following list of General Conditions has been adapted for work in North Carolina for NCDOT
projects. Information related to USACE notification requirements has been removed. Therefore,
numbering and lettering below may not be consecutive. Please refer to
http://saw-reg.usace.army.mil/NWP2017/2017NWP]2.pdffor the complete reference.
4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP #12 - Utility Line Activities
4.1.1. Pipeline/utility line construction through jurisdictional waters and wetlands will be
accomplished utilizing directional drilling/boring methods to the maximum extent practicable.
4.1.2. Temporary discharge of excavated or fill material into wetlands and waters of the United
States will be for the absolute minimum period of time necessary to accomplish the work.
Temporary discharges will be fully contained with appropriate erosion control or containment
methods or otherwise such fills will consist of non-erodible materials.
4.1.3. 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 applicant is required to provide this information to the Corps with the
initial notification package.
4.1.9. For the purposes of this NWP, any permanently maintained corridor along the utility ROW
within forested wetlands shall be considered a permanent impact and a compensatory mitigation
plan will be required for all such impacts associated with the requested activity.
4.1.10. Use of rip-rap or any other engineered structures to stabilize a stream bed should be
avoided to the maximum extent practicable. If riprap stabilization is needed, it should 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.
4.1.11. 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 mitigation may be required as a result from any unintended discharges.

NATIONWIDE PERMIT 23
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2017
Approved Categorical Exclusions. Activities undertaken, assisted, authorized, regulated,
funded, or financed, in whole or in part, by another Federal agency or department where:
(a) That agency or department has determined,pursuant to the Council on Environmental
Quality's implementing regulations for the National Environmental Policy Act(40 CFR part 1500 et
seq.), that the activity is categorically excluded from environmental documentation, because it is
included within a category of actions which neither individually nor cumulatively have a significant
effect on the human environment; and
(b) The Office of the Chief of Engineers (Attn: CECW-CO) has concurred with that agency's
or department's determination that the activity is categorically excluded and approved the activity for
authorization under NWP 23.
The Office of the Chief of Engineers may require additional conditions, including pre-
construction notification, for authorization of an agency's categorical exclusions under this NWP.
Notification: Certain categorical exclusions approved for authorization under this NWP require
the permittee to submit a pre-construction notification to the district engineer prior to commencing the
activity(see general condition 31). The activities that require pre-construction notification are listed in
the appropriate Regulatory Guidance Letters. (Sections 10 and 404)
Note: The agency or department may submit an application for an activity believed to be
categorically excluded to the Office of the Chief of Engineers (Attn: CECW-CO). Prior to approval for
authorization under this NWP of any agency's activity, the Office of the Chief of Engineers will solicit
public comment. As of the date of issuance of this NWP, agencies with approved categorical
exclusions are the: Bureau of Reclamation, Federal Highway Administration, and U.S. Coast Guard.
Activities approved for authorization under this NWP as of the date of this notice are found in Corps
Regulatory Guidance Letter 05-07, which is available at:
http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/GuidanceLetters.aspx
. Any future approved categorical exclusions will be announced in Regulatory Guidance Letters and
posted on this same web site.
4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP#23 -Approved Categorical Exclusions
4.1.1 The discharge of dredged or fill material associated with this NWP must not cause the loss of
greater than 1 acre of waters of the United States or 500 linear feet of stream bed for each single and
complete project.
4.1.2 No development activities authorized by this NWP may begin until the permittee obtains a
consistency concurrence or a CAMA permit from the North Carolina Division of Coastal Management,
if either is required.

The following list of General Conditions has been adapted for work in North Carolina for NCDOT
projects. Information related to USACE notification requirements has been removed. Therefore,
numbering and lettering below may not be consecutive. Please refer to
http://8aw-reg.usace.army.mil/NWP2017/2017NWP23.pdffor the complete reference.
NATIONWIDE PERMIT GENERAL CONDITIONS
The following General Conditions must be followed in order for any authorization by a NWP to
be valid:
1. Navi ag tion. (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.
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 Temporary. 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.
19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring
their action complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection
Act. The permittee is responsible for contacting appropriate local office of the U.S. Fish and Wildlife
Service to determine applicable measures to reduce impacts 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.
21. Discovery of Previously Unknown Remains and Artifacts. If you discover any
previously unknown historic, cultural or archeological remains and artifacts while accomplishing the
activity authorized by this permit, you must immediately notify the district engineer of what you 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.

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 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.
FINAL REGIONAL CONDITIONS 2017
Final 2017 Regional Conditions for Nationwide Permits (NWP) in the Wilmington District
1.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during certain
timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
Waters of the United States identified by either the North Carolina Division of Marine Fisheries
(NCDMF) or the North Carolina Wildlife Resources Commission(NCWRC) as anadromous fish
spawning areas are excluded during the period between February 15 and June 30, without prior written
approval from the Corps and either NCDMF or NCWRC.
1.2 Trout Waters Moratorium
Waters of the United States in the designated trout watersheds of North Carolina are excluded during
the period between October 15 and April 15 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 2.7 for information on the designated trout
watersheds).
1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service
(NMFS)
Waters of the United States designated as sturgeon spawning areas are excluded during the period
between February 1 and June 30, without prior written approval from the NMFS.

3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide Permits in the Wilmington District:
3.1 Limitation of Loss of Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of more than 300 total
linear feet of stream bed,unless the District Engineer has waived the 300 linear foot limit for
ephemeral and intermittent streams on a case-by-case basis and has determined that the proposed
activity will result in minimal individual and cumulative adverse impacts to the aquatic environment.
Waivers for the loss of ephemeral and intermittent streams must be in writing and documented by
appropriate/accepted stream quality assessments*. This waiver only applies to the 300 linear feet
threshold for NWPs.
This Regional Condition does not apply to NWP 23 (Approved Categorical Exclusions).
*NOTE: Permittees should utilize the most current methodology prescribed by Wilmington District to
assess stream function and quality. Information can be found at:
https://ribits.usace.army.mil/ribits_apex/f?p=107:27:0::NO
3.2 Mitigation for Loss of Stream Bed
For any NWP that results in a loss of more than 150 linear feet of stream, the permittee shall provide a
mitigation proposal to compensate for more than minimal individual and cumulative adverse impacts
to the aquatic environment. For stream losses of 150 linear feet 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.
3.3 Pre-construction Notification for Loss of Streambed Exceeding 150 Feet
Prior to use of any NWP for any activity which impacts more than 150 total linear feet of perennial
stream, intermittent or ephemeral stream, the permittee shall submit a PCN to the District Engineer
prior to commencing the activity(see General Condition 32). This applies to
NWPs that do not have specific notification requirements. If a NWP has specific notification
requirements, the requirements of the NWP should be followed.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete, including
bags of uncured concrete, may not come into contact with the water in or entering into waters of the
United States. Water inside coffer dams or casings that has been in contact with wet concrete shall
only be returned to waters of the United States after the concrete is set and cured and when it no longer
poses a threat to aquatic organisms.
3.5 Requirements for Using Riprap for Bank Stabilization
For all NWPs that allow for the use of riprap material for bank stabilization, the following measures
shall be applied:

3.5.1. Where bank stabilization is conducted as part of an activity,natural design, bioengineering
and/or geoengineering methods that incorporate natural durable materials, native seed mixes, and
native plants and shrubs are to be utilized to the maximum extent practicable.
3.5.2. 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
may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts
of complying with this Regional Condition would result in greater adverse impacts to the aquatic
environment.
3.5.3. The placement of riprap shall be limited to the areas depicted on submitted work plan drawings.
3.5.4. The riprap material shall be clean and free from loose dirt or any pollutant except in trace
quantities that would not have an adverse environmental effect.
3.5.5. It shall be of a size sufficient to prevent its movement from the authorized alignment by natural
forces under normal conditions.
3.5.6. The riprap material shall consist of clean rock or masonry material such as, but not limited to,
granite, marl, or broken concrete.
3.6 Requirements for Culvert Placement
3.6.1 For all NWPs that involve the construction/installation of culverts, measures will be included in
the construction/installation that will promote the safe passage of fish and other aquatic organisms.
The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be
modified by altering the width or depth of the stream profile in connection with the construction
activity. The width, height, and gradient of a proposed culvert should be sufficient to pass the average
historical low flow and spring flow without adversely altering flow velocity. Spring flow is the
seasonal sustained high flow that typically occurs in the spring. Spring flows should be determined
from gage data, if available. In the absence of such data, bank-full flow can be used as a comparable
indicator.
In Public Trust Areas of Environmental Concern (AEC) and/or the Estuarine Waters AEC as
designated by the Coastal Area Management Act(CAMA): All pipes/culverts must be sufficiently
sized to allow for the burial of the bottom of the culvert at least one foot below normal bed elevation.
Circular
Culvert
Rise
svAAI Plrne"
t
12 Inches
• InveR

In all other areas: Culverts greater than 48 inches in diameter will be buried at least one foot below the
bed of the stream. Culverts 48 inches in diameter or less shall be buried to maintain aquatic passage
and to maintain passage during drought or low flow conditions, and every effort shall be made to
maintain the existing channel slope.
Culverts must be designed and constructed in a manner that minimizes destabilization and head
cutting. Destabilizing the channel and head cutting upstream should be considered and appropriate
actions incorporated in the design and placement of the culvert.
A waiver from the depth specifications in this condition may be requested, in writing,by the permittee
and issued by the Corp; this 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.
All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a manner
that does not restrict the flow and circulation patterns of waters of the United States.
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.
3.6.2 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.
AppI-- -ach Fill
_il,rrrt I arJP1_1
B.;I�} fiill brl1-1v r str=all!br i
- - - - - to appmpr late
depth (.if t~111_ur~1-
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F�.it31e� t 2'�i221
B10 1,i .:. BottoIII
3.6.3 Where adjacent floodplain is available, flows exceeding bank-full should be accommodated by
installing culverts at the floodplain elevation. Additional culverts or culvert barrels at such crossings
should not be buried, or if buried, must have sills at the inlets to ensure that they only receive flows
exceeding bank-full.
3.6.4 Excavation of existing stream channels shall be limited to the minimum necessary to construct
or install the proposed culvert. The final width of the impacted stream at the culvert inlet and outlet
should be no greater than the original stream width. A waiver from this condition may be requested in
writing; this request must be specific as to the reason(s) for the request. The waiver will be issued if the
proposed design would result in less impacts to the aquatic environment and/or if it can be
demonstrated that it is not practicable to restore the final width of the impacted stream at the culvert
inlet and outlet to the width of the original stream channel.

3.6.5 The width of the culvert shall be comparable to the width of the stream channel. If the width of
the culvert is wider than the stream channel, the culvert shall include baffles, benches and/or sills to
maintain the width of the stream channel. A waiver from this condition may be requested in writing;
this request must be specific as to the reason(s) for the request. The waiver will be issued if it can be
demonstrated that it is not practicable or necessary to include baffles, benches or sills and the design
would result in less impacts to the aquatic environment.
3.7 Notification to NCDEQ Shellfish Sanitation Section
Permittees shall notify the NCDEQ Shellfish Sanitation Section prior to dredging in or removing
sediment from an area closed to shell fishing where the effluent may be released to an area open for
shell fishing or swimming in order to avoid contamination from the disposal area and cause a
temporary shellfish closure to be made. Such notification shall also be provided to the appropriate
Corps Regulatory Field Office. Any disposal of sand to the ocean beach should occur between
November 1 and April 30 when recreational usage is low. Only clean sand should be used and no
dredged sand from closed shell fishing areas may be used. If beach disposal were to occur at times
other than stated above or if sand from a closed shell fishing area is to be used, a swimming advisory
shall be posted, and a press release shall be issued by the permittee.
3.8 Submerged Aquatic Vegetation
Impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP, except NWP 48,
unless 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 authorized.
3.9 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 United States. The structures and measures should be depicted
on maps, surveys or drawings showing location and impacts to jurisdictional wetlands and streams.
3.10 Restoration of Temporary Impacts to Stream Beds
Upon completion of work that involves temporary stream impacts, streambeds are to be restored to
pre-project elevations and widths using natural streambed material such that the impacted stream reach
mimics the adjacent upstream and downstream reach. The impacted area shall be backfilled with
natural streambed material to a depth of at least 12 inches or to the bottom depth of the impacted area
if shallower than 12 inches. An engineered in-stream structure or material can be used to provide
protection of a buried structure if it provides benefits to the aquatic environment and can be
accomplished by a natural streambed design. A permittee may request a waiver of this condition if it is
determined a buried structure needs significant physical protection beyond those provided in this
condition. This condition does not apply to NWP 27—Aquatic Habitat Restoration, Enhancement, and
Establishment Activities.

3.11 Restoration of Temporary Impacts to Stream Banks
Upon completion of work involving temporary stream bank impacts, stream banks are to be restored to
pre-project grade and contours or beneficial grade and contours if the original bank slope is steep and
unstable. Natural durable materials, native seed mixes, and native plants and shrubs are to be utilized
in the restoration. Natural designs which use bioengineered and/or geo- engineered methods are to be
applied. An engineered structure or material can be used to provide protection of a buried structure if it
provides benefits to the stream bank environment, provided it is not in excess of the minimum amount
needed for protection and does not exceed an average of one cubic yard per running foot placed along
the bank below the plane of the ordinary high water mark. A permittee may request a waiver of this
condition if it is determined a buried structure needs significant physical protection beyond those
provided in this condition. This condition does not apply to NWP 27—Aquatic Habitat Restoration,
Enhancement, and Establishment Activities.

STNI
ROY COOPER
MICHAEL S.REGAN il,;..�►•
Secretary
LINDA CULPEPPER NORTH CAROLINA
Interim D�rwor Environmental Quality
January 8,2019
Beaufort County
NCDWR Project No.20181530
Bridge No.3
TIP B-5302
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mr.Chris Rivenbark
Project Development and Environmental Analysis
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,North Carolina,27699-1598
Dear Mr. Rivenbark:
You have our approval,in accordance with the conditions listed below,for the following impacts for the purpose of
replacing Bridge No.3 over the Norfolk Southern Railroad on US 17 Business in Beaufort County:
Wetland and Open Water Im acts in the Tar-Pamlico River Basin
Wetland Fill Wetland Wetland Open Open
Site (ac) Excavation Hand Water(ac) Water(ac)
ac Clearing acpermanent temporary
1-Roadway/Bridge 0.56 -- 0.39 <0.01 <0.01
1 -Utilities 0.45 0.03 -- -- --
Total 1.01 0.03 0.39 <0.01 <0.01
Net Total 1.43 <0.01
The project shall be constructed in accordance with your application dated received November 13,2018. After
reviewing your application,we have decided that these impacts are covered by General Water Quality Certification
Numbers 4140 and 4133. These certifications correspond to the Nationwide Permits 23 and 12 respectively issued
by the Corps of Engineers. In addition,you should acquire any other federal,state or local permits before you
proceed with your project including(but not limited to)Sediment and Erosion Control,Non-Discharge and Water
Supply Watershed regulations. This approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application(unless modified below).
Should your project change,you must notify the NCDWR and submit a new application. If the property is sold,the
new owner must be given a copy of this Certification and approval letter,and is thereby responsible for complying
with all the conditions. If total wetland fills for this project(now or in the future)exceed one acre,or of total
impacts to streams(now or in the future)exceed 300 linear feet,compensatory mitigation may be required as
described in 15A NCAC 2H .0506(h)(6)and(7). Additional buffer impacts may require compensatory mitigation
D_EQ�
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
919.707.9000

as described in 15A NCAC 213.0259.For this approval to remain valid,you must adhere to the conditions listed in
the attached certification(s)and any additional conditions listed below.
Condition(s)of Certification:
1. The issuance of this certification does not exempt the Permittee from complying with any and all statutes, rules,
regulations,or ordinances that may be imposed by other government agencies(i.e. local,state,and federal)having
jurisdiction, including but not limited to applicable buffer rules, stormwater management rules, soil erosion and
sedimentation control requirements,etc.
2. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings submitted
for approval. [15A NCAC 02H.0507(c)and 15A NCAC 02H.0506(b)(2)and(c)(2)]
3. Compensatory mitigation for impacts to 1.04 acres of wetlands is required. We understand that you have chosen
to perform compensatory mitigation for impacts to streams through the North Carolina Division of Mitigation
Service(DMS)(formerly NCEEP),and that the DMS has agreed to implement the mitigation for the project. The
DMS has indicated in a letter dated November 7,2018 that they will assume responsibility for satisfying the federal
Clean Water Act compensatory mitigation requirements for the above-referenced project, in accordance with the
DMS Mitigation Banking Instrument signed July 28,2010.
4. If concrete is used during construction,a dry work area shall be maintained to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not be discharged
to surface waters due to the potential for elevated pH and possible aquatic life and fish kills. [15A NCAC
0213.0200]
5. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to
areas within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC 02H.0501
and.0502]
6. During the construction of the project,no staging of equipment of any kind is permitted in waters of the U.S.,
or protected riparian buffers. [15A NCAC 02H.0506(b)(2)]
7. All mechanized equipment operated near wetlands or surface waters must be regularly inspected and maintained to
prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC
02H.0506(b)(3)]
8. . Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards [15A NCAC 02H.0506(b)(3)and(c)(3]):
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal,or exceed,the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil)projects, including contractor-owned or leased borrow pits associated with the
proj ect.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
9. Sediment and erosion control measures shall not be placed in wetlands or surface waters or within 5 feet of the
top of bank without prior approval from DWR. [15A NCAC 02H.0506(b)(3)and(c)(3)]
10. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1,unless otherwise
authorized by this certification. [15A NCAC 02H.0506(b)(2)]

11. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,then design and
placement of temporary erosion control measures shall not be conducted in a manner that may result in dis-
equilibrium of wetlands,stream beds,or banks,adjacent to or upstream and downstream of the above
structures. All sediment and erosion control devices shall be removed from wetlands and waters and the
natural grade restored within two(2)months of the date that the Division of Energy,Mining and Land
Resources(DEMLR)or locally delegated program has released the specific area within the project. [15A
NCAC 02H.0506(b)(3)and(c)(3)]
12. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1,unless otherwise
authorized by this certification. [15A NCAC 02H.0506(b)(2)]
13. As a condition of this 401 Water Quality Certification,the bridge demolition and construction must be
accomplished in strict compliance with the most recent version of NCDOT's Best Management Practices for
Construction and Maintenance Activities. [15A NCAC 02H.0507(d)(2)and 15A NCAC 02H.0506(b)(5)]
14. Bridge piles and bents shall be constructed using driven piles(hammer or vibratory)or drilled shaft
construction methods.More specifically,jetting or other methods of pile driving are prohibited without prior
written approval from the NCDWR first. [15A NCAC 02H.0506(b)(2)]
15. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream. [15A NCAC 02H.0506(b)(3)]
16. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project
by the end of the growing season following completion of construction. [15A NCAC 02B.0506(b)(2)]
17. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters
is prohibited. [15A NCAC 02H.0506(b)(3)]
18. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any
other appropriate requirements of State and Federal law. If the NCDWR determines that such standards or laws
are not being met(including the failure to sustain a designated or achieved use)or that State or federal law is being
violated, or that further conditions are necessary to assure compliance, the NCDWR may reevaluate and modify
this certification. [15A NCAC 02B.0200]
19. The Permittee shall report any violations of this certification to the Division of Water Resources within 24 hours
of discovery. [15A NCAC 02B.0506(b)(2)]
.20. Upon completion of the project(including any impacts at associated borrow or waste sites),the NCDOT Division
Engineer shall complete and return the enclosed "Certification of Completion Form" to notify the NCDWR when
all work included in the 401 Certification has been completed. [15A NCAC 02H.0502(f)]
21. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition,the
Water Quality Certification and all subsequent modifications,if any,shall be maintained with the Division Engineer
and the on-site project manager. [15A NCAC 02H.0507(c)and 15A NCAC 02H.0506(b)(2)and(c)(2)]
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty(60)days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and 5:OOpm,except
for official state holidays. The original and one(1)copy of the petition must be filed with the Office of
Administrative Hearings.

The petition may be faxed-provided the original and one copy of the document is received by the Office of
Administrative Hearings within five(5)business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh,NC 27699-6714
Telephone:[phone],Facsimile:[phone]
A copy of the petition must also be served on DEQ as follows:
Mr.Bill F.Lane,General Counsel
Department of Environmental Quality
1601 Mail Service Center
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions,please contact Garcy Ward at(252)946-648 1 or [e-mail].
OSincerely,
Lin a Cu epper,Di ector
Division of Water Resources
Electronic copy only distribution:
Tom Steffens,US Army Corps of Engineers,Washington Field Office
Colin Mellor,NC Department of Transportation
Jay Johnson,NC DOT Division 2
Garcy Ward,NC Division of Water Resources Washington Regional Office
File Copy

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO. 4140
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT NUMBER 23 (APPROVED CATEGORICAL EXCLUSIONS)
Water Quality Certification Number 4140 is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (23) of
the US Army Corps of Engineers regulations.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-
217 if conducted in accordance with the conditions hereinafter set forth.
Effective date: December 1, 2017
Signed this day: December 1, 2017
By
for Linda Culpepper
Interim Director

GC4140
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Resources(DWR):
a) If any of the conditions of this Certification (listed below) cannot be met; or
b) Total permanent impacts to streams equal or greater than 40 linear feet; or
c) Any stream relocation or stream restoration; or
d) Any impacts to streams from excavation or dredging other than excavation that is
conducted as preparation for installing permanent fill or structures; or
e) Total temporary or permanent impacts to wetlands and/or open waters equal to or
greater than one-tenth (1/10) acre; or
f) Any high-density project, as defined in 15A NCAC 02H .1003(2)(a) and by the density
thresholds specified in 15A NCAC 02H .1017, which:
i. Disturbs one acre or more of land (including a project that disturbs less than one
acre of land that is part of a larger common plan of development or sale); and
ii. Has permanent wetland, stream or open water impacts; and
iii. Is proposing new built-upon area;and
iv. Does not have a stormwater management plan reviewed and approved under a
state stormwater program' or a state-approved local government stormwater
program2.
Projects that have vested rights, exemptions, or grandfathering from state or locally-
implemented stormwater programs and projects that satisfy state or locally-
implemented stormwater programs through use of community in-lieu programs require
written approval; or
g) Any permanent impacts to waters, or wetlands adjacent to waters, designated as: ORW
(including SAV), HQW (including PNA), SA, WS-I, WS-II, Trout, or a North Carolina or
National Wild and Scenic River; or
h) Any permanent impacts to coastal wetlands [15A NCAC 7H .0205], or Unique Wetlands
(UWL) [15A NCAC 2H .0506]; or
i) Any impact associated with a Notice of Violation or an enforcement action for
violation(s) of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A
NCAC 02H .1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or
State Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
j) Any impacts to subject water bodies and/or state regulated riparian buffers along
subject water bodies in the Neuse, Tar-Pamlico, or Catawba River Basins or in the
Randleman Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or
watershed with State Regulated Riparian Area Protection Rules [Buffer Rules] in effect
at the time of application) unless:
i. The activities are listed as "EXEMPT" from these rules; or
ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
'e.g.Coastal Counties, HQW,ORW,or state-implemented Phase II NPDES
2 e.g. Delegated Phase II NPDES,Water Supply Watershed,Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 2 of 10

GC4140
iii. A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23.
Activities included in this General Certification that do not meet one of the thresholds listed
above do not require written approval.
I. ACTIVITY SPECIFIC CONDITIONS:
1. For the North Carolina Department of Transportation, compliance with the NCDOT's
individual NPDES permit NCS000250 shall serve to satisfy this condition. All other high-
density projects that trigger threshold Item (f) above shall comply with the following
requirements [15A NCAC 02H .0506 (b)(5) and (c)(5)]:
a. Provide a completed Stormwater Management Plan (SMP) for review and approval,
including all appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high-density development requirements of 15A
NCAC 02H .1003. Stormwater management shall be provided throughout the entire
project area in accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC
02H .1003(2)(a), density thresholds shall be determined in accordance with 15A NCAC
02H .1017.
b. Provide documentation (including calculations, photos, etc.) that the project will not
cause degradation of downstream surface waters. Documentation shall include a
detailed analysis of the hydrological impacts from stormwater runoff when considering
the volume and velocity of stormwater runoff from the project built upon area and the
size and existing condition of the receiving stream(s).
Exceptions to this condition require application to and written approval from DWR.
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require
an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters, beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without
written authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or
as listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200]
Page 3 of 10

GC4140
3. In accordance with 15A NCAC 02H .0506(h) and Session Law 2017-10, compensatory
mitigation may be required for losses of greater than 300 linear feet of perennial streams
and/or greater than one (1) acre of wetlands. Impacts associated with the removal of a
dam shall not require mitigation when the removal complies with the requirements of Part
3 of Article 21 in Chapter 143 of the North Carolina General Statutes. Impacts to isolated
and other non-404 jurisdictional wetlands shall not be combined with 404 jurisdictional
wetlands for the purpose of determining when impact thresholds trigger a mitigation
requirement. For linear publicly owned and maintained transportation projects that are not
determined to be part of a larger common plan of development by the US Army Corps of
Engineers, compensatory mitigation may be required for losses of greater than 300 linear
feet per perennial stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer
Rules in Chapter 2 of Title 15A.
5. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and
erosion so that no violations of state water quality standards, statutes, or rules occur. [15A
NCAC 02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0200]
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects,the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor-owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual. Reclamation measures and implementation shall
comply with the reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act and the Mining Act of 1971.
Page 4 of 10

GC4140
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 0413 .0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be
used along streambanks or within wetlands. Exceptions to this condition require
application to and written approval from DWR. [15A NCAC 02B .0201]
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCGO10000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self-monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water. Exceptions to this condition require application to and written approval from DWR.
[15A NCAC 02H .0506(b)(3) and (c)(3)]
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H .0506
(b)(2) and 15A NCAC 046 .0125]
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to
this condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Page 5 of 10

GC4140
Work within a designated trout watershed of North Carolina (as identified by the
Wilmington District of the US Army Corps of Engineers), or identified state or federal
endangered or threatened species habitat, shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles
are not altered and allow for aquatic life movement during low flows. The dimension,
pattern, and profile of the stream above and below a pipe or culvert shall not be modified
by widening the stream channel or by reducing the depth of the stream in connection with
the construction activity. The width, height, and gradient of a proposed culvert shall be
such as to pass the average historical low flow and spring flow without adversely altering
flow velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of
the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow
low flow passage of water and aquatic life.
If multiple pipes or barrels are required,they shall be designed to mimic the existing stream
cross section as closely as possible including pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream channel shall be avoided.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is
not required, provided that all alternative options for flattening the slope have been
investigated and aquatic life movement/connectivity has been provided when possible (e.g.
rock ladders, cross vanes, etc.). Notification, including supporting documentation to include
a location map of the culvert, culvert profile drawings, and slope calculations, shall be
provided to DWR 60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as, a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Page 6 of 10

GC4140
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip-rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be
directed across the bridge and pre-treated through site-appropriate means to the maximum
extent practicable (e.g. grassed swales, pre-formed scour holes, vegetated buffers, etc.)
before entering the stream. Exceptions to this condition require application to and written
approval from DWR. [15A NCAC 02H .0506(b)(5)]
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all
other Federal, State and Local regulations. Fertilizer application shall be accomplished in a
manner that minimizes the risk of contact between the fertilizer and surface waters. [15A
NCAC 026 .0200 and 15A NCAC 026 .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state.
[15A NCAC 026 .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization. All temporarily
impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Page 7 of 10

GC414O
17. Any rip-rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the
approved construction activity. All rip-rap shall be placed such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip-rap or
other approved materials shall not result in de-stabilization of the stream bed or banks
upstream or downstream of the area or in a manner that precludes aquatic life passage.
[15A NCAC 02H .0506(b)(2)]
18. Any rip-rap used for stream or shoreline stabilization shall be of a size and density to
prevent movement by wave, current action, or stream flows and shall consist of clean rock
or masonry material free of debris or toxic pollutants. Rip-rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip-rap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Rip-rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall be performed in a manner to prevent, to the
maximum extent practicable, contamination of surface waters by fuels and oils. [15A NCAC
02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25
gallons or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental
document is required under the National Environmental Policy Act (NEPA), then this
General Certification is not valid until a Categorical Exclusion, the Final Environmental
Assessment, or Final Environmental Impact Statement is published by the lead agency. [15A
NCAC 01C .0107(a)]
Page 8 of 10

GC4140
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non-
Discharge, Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law. If DWR determines that such standards or laws are not being met, including
failure to sustain a designated or achieved use, or that State or Federal law is being violated,
or that further conditions are necessary to assure compliance, then DWR may revoke or
modify a written authorization associated with this General Water Quality Certification.
[15A NCAC 02H .0507(d)]
26. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this Certification. A copy of this Certification,
including all conditions shall be available at the project site during the construction and
maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)]
27. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
website https://edocs.deg.nc.gov/Forms/Certificate-of-Completion). [15A NCAC 02H
.0502(f)]
28. Additional site-specific conditions, including monitoring and/or modeling requirements,
may be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
29. If the property or project is sold or transferred, the new permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. An applicant for
a CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water
Quality Certification is required shall only make one payment to satisfy both agencies; the
fee shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
Page 9 of 10

GC4140
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person
to interfere with the riparian rights, littoral rights, or water use rights of any other person
and this Certification does not create any prescriptive right or any right of priority regarding
any usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it
is deemed in the public's best interest or determined that the project is likely to have a
significant adverse effect upon water quality, including state or federally listed endangered
or threatened aquatic species, or degrade the waters so that existing uses of the water or
downstream waters are precluded.
History Note: Water Quality Certification (WQC) Number 4140 issued December 1, 2017
replaces WQC4093 issued March 3, 2017; WQC 3891 issued March 19, 2012; WQC 3701 issued
November 1, 2007; WQC Number 3632 issued March 2007; WQC Number 3403 issued March
2003; WQC Number 3361 issued March 18, 2002; WQC Number 3107 issued February 11, 1997;
WQC Number 2734 issued May 1 1993; and WQC Number 2670 issued on January 21, 1992.
Page 10 of 10

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO. 4133
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT 12 (UTILITY LINE ACTIVITIES)
Water Quality Certification Number 4133 is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (12) of
the US Army Corps of Engineers regulations.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-
217 if conducted in accordance with the conditions hereinafter set forth.
Effective date: December 1, 2017
Signed this day: December 1, 2017
By
for Linda Culpepper
Interim Director

GC4133
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Resources(DWR):
a) If any of the Conditions of this Certification (listed below) cannot be met; or
b) Total permanent impacts to wetlands or open waters equal to or greater than one-tenth
(1/10) acre within the entire utility project; or
c) Any permanent impacts to streams; or
d) Total temporary impacts to streams greater than 500 feet within the entire utility
project; or
e) Any stream relocation or stream restoration; or
f) Any high-density utility line and associated facilities project, as defined in 15A NCAC 02H
.1003(2)(a) and by the density thresholds specified in 15A NCAC 02H .1017, which:
L Disturbs one acre or more of land (including a project that disturbs less than one
acre of land that is part of a larger common plan of development or sale); and
ii. Has permanent wetland, stream or open water impacts; and
iii. Is proposing new built-upon area;and
iv. Does not have a stormwater management plan reviewed and approved under a
state stormwater program' or a state-approved local government stormwater
program2.
Projects that have vested rights, exemptions, or grandfathering from state or locally-
implemented stormwater programs and projects that satisfy state or locally-
implemented stormwater programs through use of community in-lieu programs require
written approval; or
g) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as:
ORW (including SAV), HQW (including PNA), SA, WS-I, WS-II, Trout, or North Carolina or
National Wild and Scenic River; or
h) Any permanent impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands
(UWL); or
i) Any impact associated with a Notice of Violation or an enforcement action for
violation(s) of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A
NCAC 02H .1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or
State Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
j) Any impacts to subject water bodies and/or state regulated riparian buffers along
subject water bodies in the Neuse, Tar-Pamlico, or Catawba River Basins or in the
Randleman Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or
watershed with State Regulated Riparian Area Protection Rules [Buffer Rules] in effect
at the time of application) unless:
L The activities are listed as "EXEMPT" from these rules; or
ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
'e.g.Coastal Counties, HQW,ORW,or state-implemented Phase II NPDES
2 e.g. Delegated Phase II NPDES,Water Supply Watershed,Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 2 of 12

GC4133
iii. A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23.
Activities included in this General Certification that do not meet one of the thresholds listed
above do not require written approval.
I. ACTIVITY SPECIFIC CONDITIONS:
1. All sewer lines shall be designed, constructed and maintained in accordance with Title 15A
NCAC Chapter 02T.
2. Any utility construction corridor that is parallel to a stream or open water shall not be closer
than 10 feet to the top of bank or ordinary high-water mark. Exceptions to this condition
require application to and written approval from DWR. [15A NCAC 02H .0506 (b)(4) and
(c)(4)]
3. Where there are temporary or permanent impacts from stream crossings, utility lines shall
cross the stream channel at a near-perpendicular direction (i.e., between 75 degrees and
105 degrees to the stream bank). Exceptions to this condition require application to and
written approval from DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
4. Construction corridors in wetlands and across stream channels shall be minimized to the
maximum extent practicable and shall not exceed 50 feet wide for gas utility lines and 40
feet wide for all other utility lines. Exceptions to this condition require application to and
written approval from DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
For construction corridors in wetlands and across stream channels, stumps shall be grubbed
only as needed to install the utility and remaining stumps shall be cut off at grade level. The
general stripping of topsoil within wetlands along the construction corridor is not
permitted.
5. Permanent maintained access corridors in wetlands and across stream channels shall be
restricted to the minimum width practicable and shall not exceed 30 feet wide for gas utility
lines and 20 feet wide for all other utility lines except at manhole locations. 15-foot by 15-
foot perpendicular vehicle turnarounds shall be allowed in access corridors but must be
spaced at least 500 feet apart. Exceptions to this condition require application to and
written approval from DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. For all utility lines constructed within wetlands, an anti-seep collar shall be placed at the
downstream (utility line gradient) wetland boundary and every 150 feet up the gradient
until the utility exits the wetland. Anti-seep collars may be constructed with class B
concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are
directionally drilled, and perpendicular wetland crossings that are open cut and less than
150 feet long do not require anti-seep collars. The compacted clay shall have a specific
Page 3 of 12

GC4133
infiltration of 1 X 10-5 cm/sec or less. A section and plan view diagram is attached for the
anti-seep collars. [15A NCAC 02H .0506 (b)(4) and (c)(4)]
The following specifications shall apply to class B concrete:
a. Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5.0
b. Minimum cement content, sacks per cubic yard with angular coarse aggregate 5.5
c. Maximum water-cement ratio gallons per sack 6.8
d. Slump range 2"to 4"
e. Minimum strength - 28-day psi 2,500
7. The applicant shall have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will
be piled separately from subsoils and will be backfilled into the trench only after the
subsoils have been placed and compacted.
8. For the North Carolina Department of Transportation, compliance with the NCDOT's
individual NPDES permit NCS000250 shall serve to satisfy this condition. All other high-
density utility line and associated facilities projects that trigger threshold Item (f) above
shall comply with one of the following requirements: [15A NCAC 02H .0506(b)(5) and (c)(5)]
a. Provide a completed Stormwater Management Plan (SMP) for review and approval,
including all appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high-density development requirements of 15A
NCAC 02H .1003. Stormwater management shall be provided throughout the entire
project area in accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC
02H .1003(2)(a), density thresholds shall be determined in accordance with 15A NCAC
02H .1017.
b. Provide documentation (including calculations, photos, etc.) that the project will not
cause degradation of downstream surface waters. Documentation shall include a
detailed analysis of the hydrological impacts from stormwater runoff when considering
the volume and velocity of stormwater runoff from the project built upon area and the
size and existing condition of the receiving stream(s).
Exceptions to this condition require application to and written approval from DWR.
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require
an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
Page 4 of 12

GC4133
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without
written authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or
as listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200]
3. In accordance with 15A NCAC 02H .0506(h) and Session Law 2017-10, compensatory
mitigation may be required for losses of greater than 300 linear feet of perennial streams
and/or greater than one (1) acre of wetlands. Impacts associated with the removal of a
dam shall not require mitigation when the removal complies with the requirements of Part
3 of Article 21 in Chapter 143 of the North Carolina General Statutes. Impacts to isolated
and other non-404 jurisdictional wetlands shall not be combined with 404 jurisdictional
wetlands for the purpose of determining when impact thresholds trigger a mitigation
requirement. For linear publicly owned and maintained transportation projects that are not
determined to be part of a larger common plan of development by the US Army Corps of
Engineers, compensatory mitigation may be required for losses of greater than 300 linear
feet per perennial stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer
Rules in Chapter 2 of Title 15A.
5. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and
erosion so that no violations of state water quality standards, statutes, or rules occur. [15A
NCAC 02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B.0200]
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects,the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor-owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
Page 5 of 12

GC4133
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.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be
used along streambanks or within wetlands. Exceptions to this condition require
application to and written approval from DWR. [15A NCAC 026 .0201]
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCGO10000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self-monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water. Exceptions to this condition require application to and written approval from DWR.
[15A NCAC 02H .0506(b)(3) and (c)(3)]
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H .0506
(b)(2) and 15A NCAC 046 .0125]
Page 6 of 12

GC4133
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to
this condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Work within a designated trout watershed of North Carolina (as identified by the
Wilmington District of the US Army Corps of Engineers), or identified state or federal
endangered or threatened species habitat, shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles
are not altered and allow for aquatic life movement during low flows. The dimension,
pattern, and profile of the stream above and below a pipe or culvert shall not be modified
by widening the stream channel or by reducing the depth of the stream in connection with
the construction activity. The width, height, and gradient of a proposed culvert shall be
such as to pass the average historical low flow and spring flow without adversely altering
flow velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of
the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow
low flow passage of water and aquatic life.
If multiple pipes or barrels are required,they shall be designed to mimic the existing stream
cross section as closely as possible including pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream channel shall be avoided.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is
not required, provided that all alternative options for flattening the slope have been
investigated and aquatic life movement/connectivity has been provided when possible (e.g.
rock ladders, cross vanes, etc.). Notification, including supporting documentation to include
a location map of the culvert, culvert profile drawings, and slope calculations, shall be
provided to DWR 60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Page 7 of 12

GC4133
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip-rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be
directed across the bridge and pre-treated through site-appropriate means to the maximum
extent practicable (e.g. grassed swales, pre-formed scour holes, vegetated buffers, etc.)
before entering the stream. Exceptions to this condition require application to and written
approval from DWR. [15A NCAC 02H .0506(b)(5)]
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all
other Federal, State and Local regulations. Fertilizer application shall be accomplished in a
manner that minimizes the risk of contact between the fertilizer and surface waters. [15A
NCAC 02B .0200 and 15A NCAC 026 .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state.
[15A NCAC 026 .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization. All temporarily
impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Page 8 of 12

GC4133
17. Any rip-rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the
approved construction activity. All rip-rap shall be placed such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip-rap or
other approved materials shall not result in de-stabilization of the stream bed or banks
upstream or downstream of the area or in a manner that precludes aquatic life passage.
[15A NCAC 02H .0506(b)(2)]
18. Any rip-rap used for stream or shoreline stabilization shall be of a size and density to
prevent movement by wave, current action, or stream flows and shall consist of clean rock
or masonry material free of debris or toxic pollutants. Rip-rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip-rap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Rip-rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall be performed in a manner to prevent, to the
maximum extent practicable, contamination of surface waters by fuels and oils. [15A NCAC
02H .0506(b)(3) and (c)(3) and 15A NCAC 02I3 .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25
gallons or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental
document is required under the National Environmental Policy Act (NEPA), then this
General Certification is not valid until a Categorical Exclusion, the Final Environmental
Assessment, or Final Environmental Impact Statement is published by the lead agency. [15A
NCAC 01C .0107(a)]
Page 9 of 12

GC4133
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non-
Discharge, Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law. If DWR determines that such standards or laws are not being met, including
failure to sustain a designated or achieved use, or that State or Federal law is being violated,
or that further conditions are necessary to assure compliance, then DWR may revoke or
modify a written authorization associated with this General Water Quality Certification.
[15A NCAC 02H .0507(d)]
26. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this Certification. A copy of this Certification,
including all conditions shall be available at the project site during the construction and
maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)]
27. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
website: https://edocs.deg.nc.gov/Forms/Certificate-of-Completion). [15A NCAC 02H
.0502(f)]
28. Additional site-specific conditions, including monitoring and/or modeling requirements,
may be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
29. If the property or project is sold or transferred, the new permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. An applicant for
a CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water
Quality Certification is required shall only make one payment to satisfy both agencies; the
fee shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
Page 10 of 12

GC4133
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person
to interfere with the riparian rights, littoral rights, or water use rights of any other person
and this Certification does not create any prescriptive right or any right of priority regarding
any usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it
is deemed in the public's best interest or determined that the project is likely to have a
significant adverse effect upon water quality, including state or federally listed endangered
or threatened aquatic species, or degrade the waters so that existing uses of the water or
downstream waters are precluded.
History Note: Water Quality Certification (WQC) Number 4133 issued December 1, 2017
replaces WQC 4086 issued March 3, 2017; WQC 3884 issued March 19, 2012; WQC Number
3819 issued March 19, 2010; WQC Number 3699 issued November 1, 2007; WQC Number 3625
issued March 19, 2007; WQC Number 3374 issued March 18, 2002; WQC Number 3288 issued
June 1, 2000; WQC Number 3101 issued February 11, 1997; WQC Number 3022 issued
September 6, 1995, WQC Number 2664 issued January 21, 1992.
Page 11 of 12

GC4133
ANTI -SEEP COLLAR
I
inches I Utility Line
I I (Diameter Varies)
I
1 foot I _ Class B Concrete
L—I I or Compacted Clay
I I
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t
6 inches P=renh Width 6 inches
10.
Not to exceed 40 feet
SECTION
Class B Concrete
or Compacted Clay
12
L J inches
6 inches Winches
PLAN
Page 12 of 12

Ly
I t�} jl North Carolina Department of Transportation f
5"11i1�;�w^ Highway Stormwater Program 3✓�T`
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) 1 FOR NCDOT PROJECTS
WBS Element: 46016.1.1 TIP No.: B-5302 County(ies): Beaufort Page 1 of 2
General Project Information
WBS Element: 46016.1.1 ITIP Number: B-5302 Project Type: Bridge Replacement Date: 6/15/2018
NCDOT Contact: Jacquelyn Bowles,PE Contractor/Desi ner: David Petty,PE TGS Engineers)
Address: 1020 Birch Ridge Drive Address: 706 Hillsborough Street-Suite 200
Raleigh,NC 27610 Raleigh,NC 27606
Phone: [phone] Phone: [phone] ext 104
Email: ikbowles(@.ncdot.gov Email:d ett t sen ineers.com
City/Town: Washington,NC Count ies: Beaufort
River Basin(s): Tar-Pamlico CAMA Count ? I Yes
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 2070 ft. I Surrounding Land Use: lWoods,Farmland and Rural Residential
Proposed Project Existing Site
Project Built-Upon Area ac. 3.4 ac. 3.2 ac.
Typical Cross Section Description: Four to five 12'paved travel lanes with 10"paved shoulders and Modified Shoulder Berm Four 12'paved travel lanes with 5'to 9'paved shoulders and 2'-6"Curb&Gutter.
Gutter.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 20273 Year:2039 Existing: 14909 Year: 2019
General Project Narrative: Replacement of Bridge No.060003 on US 17 Bus.over Norfolk Southern Railroad in Beaufort County southwest of Washington,NC. Proposed 246'long by 70'wide three-
(Description of Minimization of Water span bridge to replace existing 173'long by 57'wide five-span bridge. Stormwater runoff from the proposed bridge and roadway flows to traffic bearing grated inlets where it will
Quality Impacts) be diffused with riprap pads at the proposed pipe outlets and discharged at non-erosive velocities. All proposed stormwater runoff is discharged at the lowest practicable
velocities.
The jurisdictional pond in the east quadrant is artificially excavated and has no diret connection observed in study area per NRTR;therefore,buffer rules do not apply.
Waterbody Information
Surface Water Body 1 : Pamlico River NCDWR Stream Index No.: 29-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class SC
Supplemental Classification: Nutrient Sensitive Waters(NSW)
Other Stream Classification: None
Impairments:
Aquatic T&E Species? Yes Comments: Red Wolf:may affect,not likely adversely,coord with USFWS re biolo ical conclusion prior to construction authorization.
NRTR Stream ID: IBuffer Rules in Effect: I Tar-Pamlico
Project Includes Bridge Spanning Water Body? INo I Deck Drains Discharge Over Buffer? I N/A IDissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) I I General Project Narrative)

North Carolina Department of Transportation
SIUI'111��'tli('f
.� Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 46016.1.1 TIP No.: B-5302 County(ies): Beaufort Page 2 of 2
Additional Waterbody Information
Surface Water Body(2): Taylor Creek NCDWR Stream Index No.: 29-6-3
NCDWR Surface Water Classification for Water Body Primary Classification: Class SC
Supplemental Classification: Nutrient Sensitive Waters(NSW)
Other Stream Classification: None
Impairments:
Aquatic T&E Species? Yes Comments: Red Wolf:may affect,not likely adversely,coord with USFWS re biological conclusion prior to construction authorization.
NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico
Project Includes Bridge Spanning Water Body? INo I Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

r
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See Sheet 1A For Index of Sheets RTATR PTATE PROIEC RBPERRNCR NQ ReE pee 9
See Sheet 113 For Conventional Plan Sheet Symbols STATE O F NORTH C A R O II s I N A NN.
FSee Sheet 1C-1 Through 1C-? For Survey Control Sheets ���y���®� ®� ������p��y� B-5302
.J ♦ U/ HIGHWAYS STATE PROl.N0. P.A.PROI.NO. FSCRIP]TON
r _ 26a 46016.1.1 BRNHPP-0017127 R PE
ashin ton
A 46016.2.1 RW & UTIL
N 17 64
Pitt County _ 64 BEA UFOR T COUNTY
O
Beau ort CountyPROJECT
--�`
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LCj LOCATION 17
I 1165 �5 LOCATION: REPLACE BRIDGE N0. 3 OVER NORFOLK
M slier° 1bb Q SOUTHERN RAILROAD ON US 17 BUS.
a.")
BUS zyyC
TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE '
l�l 33
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17 PERMIT DRAWINGS
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VICINITY MAP STREAM AND WETLAND IMPACTS
I O
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• • • OFFSITE DETOUR
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—L— STA. 19 +40.00
BEGIN TIP PROJECT B-5302 BLGSTAg27IN D+66.25 GE EL-D STA. 330 BRIDGE12.00
D —L— STA. 40 +10.00
v 1121 END TIP PROJECT B-5302
1 I 11
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. DOCUMENT NOT CONSIDERED FINAL
SHEET 1 OF 8 UNLESSALLSIGNATURES COMPLETED
* THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
I (n `
w GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo7ed For: HYDRAULICS ENGINEER
I �
V DIVISION OF HIGHWAYS
No ADT 2019 = 14,909 1000 Birch Ridge Dr.,Raleigh NC,27610
50 25 0 50 By:
100 ¢a®gyp
ADT 2039 = 20,273 TGS TGS ENGINEERS pH(919)773-8887
° ENGINEERS 706 HILLSBOROUGH ST @r
L K = 9 % — CORP.LICENSE NO.: Q ®o
PLANS LENGTH ROADWAY TIP PROJECT B-5302 — 0.345 mile SUITE200 c-oz7s
D = 60 % IF RALEIGH,NC 27603 P.E. ® sy
_ LENGTH STRUCTURES TIP PROJECT B-5302 = 0.047 mile SIGNATURE:
N 50 25 0 50 100 T = 8 % * 2012 STANDARD SPECIFICATIONS
_
TOTAL LENGTH TIP PROJECT B-5302 PE
— 0.392 mile V.MARCUS LOWERY, ROADWAY DESIGN
V = 60 MPH RIGHT OF WAY DATE: PROJECT ENGINEER
PROFILE (HORIZONTAL) * TTST=4% DUAL=4% MAY 22 2017 ENGINEER
m+ FUNC CLASS = TRAVIS COOK, El p
CDO�- O 10 5 0 10 20 PROJECT DESIGN ENGINEER ®� TW����
�pO RURAL MINOR ARTERIAL LETTING DATE: GARY LOVERING, PE
pU
NZ MAY 21,2019 PROJECT ENGINEER p,E,
PROFILE (VERTICAL) REGIONAL TIER NC. ROADWAY DESIGN SIGNATURE,
� �x�•

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PROJECT REFERENCE NO. SHEET NO.
I Q'
PERMIT D RAW I N G S B-5302 4
WETLAND IMPACTS EXISTING BRIDGE DIMENSIONS 173'X57' (FIVE-SPAN), 39 DEG. SKEW WIN SHEET NO.
PROPOSED BRIDGE DIMENSIONS 246'X70' (THREE-SPAN), 39 DEG. SKEW ROADWAY DESIGN HYDRAULICS
TOTAL PROJECT LENGTH - 2070' FOR B-5302 ENGINEER ENGINEER
I
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in Wetlands in Wetlands B EAU F O RT COUNTY
BRIDGE #060003
W� F STREAM AND WETLAND IMPACTS
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS I S 706 HILLSBOROUGIH STR SUITE 200
ENGINEERSRALEIGH,NC 27603
PH(919)773-8887
OWQ CORP.LICENSE NO.:C-0275
NO I SCALE:
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WETLAND IMPACTS EXISTING BRIDGE DIMENSIONS 173'X57' (FIVE-SPAN), 39 DEG. SKEW RNJ SHEET NO.
PROPOSED BRIDGE DIMENSIONS 246'X70' (THREE-SPAN), 39 DEG. SKEW ROADWAY DESIGN HYDRAULICS
TOTAL PROJECT LENGTH - 2070' FOR B-5302 ENGINEER ENGINEER
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,39 DEG. SKEW ROADWAY DESIGN HYDRAULICS
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mommommommommommoommoommommommommommommommoommommommommommommommommommommoommoommommommommommommommoommommommommommommommoommommommommoommoommommommommoommoommommommommommommommoommommommommommommommoommommommommoommoommommommommoommoommommoomm■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■..■...................■...............................■■.....................................................................................■...................■...................■■■........■■■■■■■.... DOCUMENT N
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 L 22+80 to 39+40 Roadway/Bridge 0.56 0.39 < 0.01 < 0.01
TOTALS*: 1 0.56 0.39 1 < 0.01 < 0.01 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
0.09 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/20/2018
BEAUFORT COUNTY
B-5302
46016.1.1
Revised 2018 Feb SHEET 8 OF 8

Raleigh
Transportation
M.. ETHERILL Planning Wilmington
ENGINEERING Bridge/Structural Surveying
Civil/Site
WE Design Your Tomorrow. . . Construction Observation
Surveying
Date: 20 September 2018
TIP Number: B-5302
County: Beaufort
Description: Bridge#3 over Norfolk Southern Railroad on US 17 Business
B-5302 NEU Environmental Permit Narrative
This roadway project is located in the Tar-Pamlico River Basin. The adjacent area contains some
delineated wetland areas.
City of Washington (Water)
The existing underground water main along the west side of US 17 Business is in conflict with
the proposed new bridge and must be relocated. The City of Washington will install a new water main
along the west side of US 17 business. To reduce wetland impact, the water main will be installed by
directional drill. Bore pits will be required at the beginning, the end of the project, and on each side of
the railroad right of way where the new water main crosses. These bore pits will require excavation, and
permanent fill in the wetlands. Excavation and fill has been reduced as much as possible and will be
confined to the bore pits. The City of Washington has investigated all available options for their water
relocation and have chosen the alignment that minimizes environmental impacts.
City of Washington (Sewer)
The existing underground FSS sewer main along the west side of US 17 Business is in conflict
with the proposed new bridge and must be relocated. The City of Washington will install a new FSS
sewer main along the west side of US 17 business. To reduce wetland impact, the sewer main will be
installed by directional drill. Bore pits will be required at the beginning, the end of the project, and on
each side of the railroad right of way where the new water main crosses. These bore pits will require
excavation, and permanent fill in the wetlands. Excavation and fill has been reduced as much as possible
and will be confined to the bore pits. The City of Washington has investigated all available options for
their water relocation and have chosen the alignment that minimizes environmental impacts.
Town of Chocowinity (Sewer)
The existing underground FSS sewer main along the east side of US 17 Business is in conflict
with the proposed new bridge and must be relocated. The Town of Chocowinity will install a new FSS
sewer main along the east side of US 17 business. To reduce wetland impact, the sewer main will be
installed by directional drill. Bore pits will be required at the beginning, the end of the project, and on
each side of the railroad right of way where the new water main crosses. These bore pits will require
excavation, and permanent fill in the wetlands. Excavation and fill has been reduced as much as possible
and will be confined to the bore pits. The Town of Chocowinity has investigated all available options for
their water relocation and have chosen the alignment that minimizes environmental impacts.
Duke Energy (Power)
The existing Duke Energy power poles will be replaced with taller poles in their current location.
There will be no environmental impacts from the power relocation work.
1223 Jones Franklin Road Phone:[phone]
Raleigh. NC 27606 Fax: [phone]
[e-mail]

CenturyLink(Telephone)
The existing underground telephone cables along the west side of US 17 Business are in conflict
with the proposed new bridge and must be relocated. CenturyLink will install new telephone cables
along the west side of US 17 Business approximately 5' outside the existing right-of-way. The new
telephone cables will be bored under the railroad and tied back into the existing telephone manholes in
the west shoulder US 17 Business. There will be no environmental impacts from the telephone
relocation work.
Suddenlink(CATV)
The existing overhead CATV lines are attached to the Duke Energy poles. The overhead CATV
will move to the new Duke Energy poles. There will be no environmental impacts from CATV.
��E GINEERING

m See Sheet 9-A For Index of Sheets T.I.F.N®. SHEET NO.
Was gton STAVE OF NOII LTH CAII-OILIN B-5302 UC-1
6
DIVISION OF HIGHWAYS
17 J
Pitt County
N Beaufort County 64
a ~
M0 PROJECT 17
LOCATION,,,, UTILITY CONSTRUCTION PLANS
" 1 N
' SR y 6 h Qn Q BEAUFORT COUNTY
33 17 !
wini °
Ln
LOCATION. REPLACE BRIDGE 3 OVER NORFOLK AND
SOUTHERN RAILROAD ON US 17
Ql�o�e
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Noolt
VICINitY MAP TYPE OF WORK: RELOCATE WATER MAIN o�01
O/ • • • ♦OFFSITE DETOUR —10
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WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 L-25+32 to L-26+33 Water/Sewer 0.06 <0.01
2 L-27+40 to L-28+91 Water/Sewer 0.22 0.02
3 L-28+94 to L-29+91 Water/Sewer 0.12 0.01
4 L-31+24 to L-32+17 Water/Sewer 0.05 <0.01
5 L-39+79 toL-40+34 Water/Sewer <0.01
TOTALS: 0.45 0.03
Note:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
BEAUFORT COUNTY
Revised 9/26/18 WBS-46016.1.1 (B-5302)
ATN Revised 3/31/05 SHEET 1 OF 1 9/26/2018