20190585 Ver 2_B-4593 Nationwide CAMA Pamlico May 2022_20230203

ROY COOPER GOVERNOR STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
May 27, 2022
MEMORANDUM TO: Mr. Jeff Cabaniss, P.E., Division Engineer
Division 2
FROM:
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for Philip S. Harris, III, P.E., C.P.M, Unit Head
Environmental Analysis Unit J. ERIC BOYETTESECRETARY SUBJECT: Environmental Permits for the replacement of Bridge No. 38 on NC 55
over Trent Creek in Pamlico County. WBS No. 42328.1.1
TIP B-4593.
Minor changes to utility impacts required additional approvals. Please find enclosed the following permits for this
project:
Agency Permit Type Permit Expiration
US Army Corps of Engineers Nationwide Permit 14 March 18, 2022 * Section 404 Clean Water Act
NC Division of Water Resources General Certification No. March 18, 2022* Section 401 Clean Water Act 4135 rNWP 141
NC Division of Water Resources Neuse Buffer Authorization March 18, 2022* Riparian Buffer Rules
NC Division of Coastal Management CAMA Major Development Permit No Expiration Coastal Area Management Act
US Coast Guard Advance Approval April 12, 2027 General Bridge Act
*-Valid for an additional 12 months. A permit reissuance will be obtained prior to the expiration of the 12 month extension.
Please feel free to contact our Unit for any questions.
ec:
NCDOT Permit Website (https://xfer.services.ncdot.gov/pdea/Permlssued/)
Mailing Address: NC DEPARTMENT OF TRANSPORTATION ENVIRONMENT AL ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 Telephone: [phone] Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: I 000 BIRCH RIDGE DRIVE RALEIGHNC27610
Page 1 of 2
B-4593 Project Commitments-Permit Greensheet
March 2020
PROJECT COMMITMENTS
T.I.P Project No. B-4593
Bridge No. 38 on NC 55
Over Trent Creek
Pamlico County
WBS Element No. 42328.1.1
COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN
All Design Groups, Division 2 Resident Construction Engineer
Trent Creek has been identified by the NC Wildlife Resource Commission (NCWRC) as
anadromous fish habitat. As a result, a construction moratorium will be in effect from February
15 to June 30 of any given year.
Roadway Design Unit, Structures Management Unit, Bicycle and Pedestrian Division
The proposed project is located along an existing Regional Bicycle Route (Around Pamlico
Sound loop route) identified in both the Pamlico Comprehensive Transportation Plan 2012 and
the Croatan Regional Bicycle and Trails Plan. The proposed project includes four foot eight and
a half inch offset, between the outside of the travel lane and the bridge rail parapet, on the bridge
structure. A variable width (four to 8 foot) paved shoulder, which extends approximately 410
feet from the west end of the bridge and 430 feet from the east end of the bridge, also can
accommodate bicycles. The structure will provide 2 bar metal railing, as appropriate for bicycle
use.
Natural Environment Section
Two Coastal Area Management Act (CAMA) Areas of Environmental Concern (AEC) were
identified in the study area. Trent Creek is a designated Public Trust Water, and CAMA coastal
marsh is present at wetland sites WA and WB. A CAMA permit from the North Carolina
Division of Coastal Management (NCDCM) will be required for all impacts to designated AECs
within the study area. A CAMA major development permit will be acquired prior to
construction.
Natural Environment Section
Suitable habitat for West Indian manatee exists in the study area. A review of NCNHP records,
updated January 2015, indicates there are known West Indian manatee occurrences within 1.0
miles of the study area. Construction activities will adhere to the recommendations outlined in
Guidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for
Construction Activities in North Carolina Waters (2003 USFWS).
Page 2 of 2
B-4593 Project Commitments-Permit Greensheet
March 2020
Roadway Design Unit, Division 2
All remnant piles from the existing bridge or any previous bridges will be removed from Trent
Creek during construction of this project. In the event that a pile cannot be removed completely,
the pile will be cutoff at the mud line.
Hydraulics Unit, Natural Environment Section
The Neuse River Basin Rule applies to this project.
COMMITMENTS FROM PERMITTING
Division 2 Construction/Roadside Environmental Unit
From the N.C. Division of Coastal Management Major Development Permit
The temporary on-site detour, including temporary sheet piles, temporary toe protection, and
associated temporary fill shall be removed in its entirety within 90 days after it is no longer
needed and disposed of at an approved high ground site. However, if this timeframe occurs while
the moratorium referenced in Condition No. 2 of this permit is in effect, then the temporary on-
site detour shall be removed in its entirety within 90 days of the moratorium end date and
disposed of at an approved high ground site.
The installation and removal of the piles for the new bridge, temporary on-site detour bridge, and
existing bridge shall be accomplished by pile driving and/or the use of a vibratory hammer.
Should the permittee and/or its contractor propose to utilize another type of pile installation, such
as jetting or drilled shaft construction, additional authorization from DCM shall be required.
Due to the possibility that compaction, hand clearing, and/or other site alterations might prevent
the temporary Coastal Wetland impact areas from re-attaining pre-project wetland functions, the
permittee shall provide an annual update on the Coastal Wetland areas temporarily impacted by
this project. This annual update shall consist of photographs and a brief written report on the
progress of these temporarily impacted areas in re-attaining their pre-project wetland functions.
The permittee shall schedule a meeting with DCM to verify the extent and location of temporary
impacts upon project completion. Within three years after project completion, the permittee shall
hold another agency field meeting with DCM to determine if the Coastal Wetland areas
temporarily impacted by this project have re-attained pre-project wetland functions. If at the end
of three years DCM determines that the Coastal Wetland areas temporarily impacted by the
project have not re-attained pre-project wetland functions, DCM will determine whether
compensatory wetland mitigation shall be required.
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01204 County: Pamlico County U.S.G.S. Quad: Oriental
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Chris Rivenbark
NCDOT-NEU
Address: 1548 Mail Service Center
Raleigh NC, 27699
Telephone Number:
Size (acres) 5 acres Nearest Town Merrit
Nearest Waterway Southwest Fork Trent Creek River Basin Neuse
USGS HUC 03020204 Coordinates Latitude: 35.104395
Longitude: -76.718223
Location description: Bridge 38 over Trent Creek on NC 55 near Merrit, Pamlico County, North Carolina.
Description of projects area and activity: Applicant proposes to replace structurally deficient and functionally obsolete bridge
on existing location utilizing an onsite detour. 0.11 acres of permanent coastal wetland impacts, 0.15 acres of temporary
coastal wetland impacts and 143 sq ft of stream 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 14 Linear Transportation Projects
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 July 3, 2019. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide 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 Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Thomas Steffens at [phone] or [e-mail].
Corps Regulatory Official: ___________________________
Date: July 3, 2019
Expiration Date of Verification: March 18, 2022
SAW-2019-01204
A. Determination of Jurisdiction:
1. There are waters, including 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 _______.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official: ______________________________________________________
Thomas Steffens
SAW-2019-01204
Date of JD: July 3, 2019 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
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.
Copy furnished:
SAW-2019-01204
SPECIAL CONDITIONS
1.CONSTRUCTION PLANS: All work authorized by this permit must be performed in strict compliance with the
attached plans dated 07-03-2019, which are a part of this permit. Any modification to these plans must be approved by the
US Army Corps of Engineers (USACE) 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. Tom Steffens Regulatory Field Office prior to any active construction in waters or wetlands.
5.PRECONSTRUCTION MEETING: The Permittee shall schedule an onsite preconstruction meeting between its
representatives, the contractor’s representatives and the appropriate Corps of Engineers Project Manager prior to undertaking
any work within jurisdictional waters and wetlands to ensure that there is a mutual understanding of all terms and conditions
contained within the Department of the Army permit. The Permittee shall notify the Corps of Engineers Project Manager a
minimum of thirty (30) days in advance of the scheduled meeting in order to provide that individual with ample opportunity
to schedule and participate in the required meeting.
6.WATER CONTAMINATION: All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill
of petroleum products or any other hazardous waste, the permittee shall immediately report it to the N.C. Division of Water
Quality at [phone] or [phone] and provisions of the North Carolina Oil Pollution and Hazardous Substances
Control Act will be followed.
CZMA
The Permittee shall fully abide by all conditions of the CAMA Major Development Permit No. 77-19, dated 09-13-2019,
issued by the North Carolina Division of Coastal Management, which are incorporated herein by reference.
7.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).
8.MITIGATION: The permittee will debit 0.22 acres of Brackish Marsh Restoration credits from the Lengyl Mitigation
Site located in HUC Unit 03020204 for 0.11 acres of impacts associated with B-4593. The site is on the NCDOT On-site
Debit Ledger (ONEID 025-001) and has been approved for use in HUC Unit 03020202.
9.MANATEE CONDITION: In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
applicant must implement the U.S. Fish and Wildlife Service’s Manatee Guidelines, and strictly adhere to all requirements
therein. The guidelines can be found at http://www.fws.gov/nc-es/mammal/manatee_guidelines.pdf..
10.TEMPORARY FILLS: Temporary fills must be removed in their entirety and the affected areas returned to pre-
construction elevations. The affected areas must be re-vegetated, as appropriate.
Due to the possibility that compaction and/or other site alterations might prevent the temporary coastal wetland impact area
from re-attaining jurisdictional coastal wetland status; the permittee shall provide an update on the wetland areas temporarily
impacted by the temporary detour bridge. This update shall be conducted two growing seasons after completion of the work
and shall consist of photographs and a brief report on the progress of the areas in re-attaining coastal wetland jurisdictional
status. Upon submission of this update to the Corps and NCDWR, the permittee shall schedule an agency field meeting with
the Corps and NCDWR to determine if the wetland areas temporarily impacted by this project have re-attained jurisdictional
coastal wetland status. If the wetland areas temporarily impacted by this project have not re-attained jurisdictional coastal
wetland status, the Corps shall determine if additional compensatory coastal wetland mitigation is to be required.
NATIONWIDE PERMIT 14
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2017
Linear Transportation Projects. Activities required for crossings of waters of the United States
associated with the construction, expansion, modification, or improvement of linear transportation projects
(e.g., roads, highways, railways, trails, airport runways, and taxiways) in waters of the United States. For
linear transportation projects in non-tidal waters, the discharge cannot cause the loss of greater than 1/2-
acre of waters of the United States. For linear transportation projects in tidal waters, the discharge cannot
cause the loss of greater than 1/3-acre of waters of the United States. Any stream channel modification,
including bank stabilization, is limited to the minimum necessary to construct or protect the linear
transportation project; such modifications must be in the immediate vicinity of the project.
This NWP also authorizes temporary structures, fills, and work, including the use of temporary mats,
necessary to construct the linear transportation project. Appropriate measures must be taken to maintain
normal downstream flows and minimize flooding to the maximum extent practicable, when temporary
structures, work, and discharges, including cofferdams, are necessary for construction activities, access
fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a
manner, that will not be eroded by expected high flows. Temporary fills must be removed in their entirety
and the affected areas returned to pre-construction elevations. The areas affected by temporary fills must be
revegetated, as appropriate.
This NWP cannot be used to authorize non-linear features commonly associated with transportation
projects, such as vehicle maintenance or storage buildings, parking lots, train stations, or aircraft hangars.
Notification: The permittee must submit a pre-construction notification to the district engineer prior to
commencing the activity if: (1) the loss of waters of the United States exceeds 1/10- acre; or (2) there is a
discharge in a special aquatic site, including wetlands. (See general condition 32.) (Authorities: Sections 10
and 404)
Note 1: For linear transportation projects crossing a single waterbody more than one time at separate and
distant locations, or multiple waterbodies at separate and distant locations, each crossing is considered a
single and complete project for purposes of NWP authorization. Linear transportation projects must comply
with 33 CFR 330.6(d).
Note 2: Some discharges for the construction of farm roads or forest roads, or temporary roads for moving
mining equipment, may qualify for an exemption under section 404(f) of the Clean Water Act (see 33 CFR
323.4).
Note 3: For NWP 14 activities that require pre-construction notification, the PCN must include any other
NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any
part of the proposed project or any related activity, including other separate and distant crossings that
require Department of the Army authorization but do not require pre-construction notification (see
paragraph (b) of general condition 32). The district engineer will evaluate the PCN in accordance with
Section D, “District Engineer’s Decision.” The district engineer may require mitigation to ensure that the
authorized activity results in no more than minimal individual and cumulative adverse environmental
effects (see general condition 23).
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/NWP2017/2017NWP14.pdf for the complete reference.
4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP #14 - Linear Transportation Projects
4.1.1 If appropriate, permittees shall employ natural channel design (see definition below and NOTE
below) to the maximum extent practicable for stream relocations. All stream relocation proposals shall
include a Relocation and Monitoring Plan and a functional assessment of baseline conditions (e.g., use
of the North Carolina Stream Assessment Methodology). Compensatory mitigation may be required
for stream relocations.
Natural Channel Design means a geomorphologic approach to stream restoration based on an
understanding of valley type, general watershed conditions, dimension, pattern, profile, hydrology and
sediment transport of natural, stable channels (reference condition) and applying this understanding to
the reconstruction of a stable channel.
NOTE: For more information on Natural Channel Design, permittees should reference North Carolina
Stream Mitigation Guidance on the Corps RIBITS (Regulatory In-lieu Fee and Bank Information
Tracking System) website or at the following World Wide Web Page:
https://ribits.usace.army.mil/ribits_apex/f?p=107:27:16705499703550::NO:RP:P27_BUTTON_
KEY:0.
4.1.2 This NWP authorizes only upland to upland crossings and cannot be used in combination with
Nationwide Permit 18 to create an upland within waters of the United States, including wetlands.
4.1.3 This NWP cannot be used for private projects located in tidal waters or tidal wetlands.
4.1.4 In designated trout watersheds, a PCN is not required for impacts to a maximum of 60 linear
feet (150 linear feet for temporary dewatering) or 1/10-acre of jurisdictional aquatic resources for
proposed structures not adjoining, adjacent to, or connected to existing structures. In designated trout
waters, the permittee shall submit a PCN (see Regional Conditions 2.7 and General Condition 32) to
the District Engineer prior to commencing the activity if 1) impacts (other than temporary dewatering
to work in dry conditions) to jurisdictional aquatic resources exceed 60 linear feet or 1/10-acre; 2)
temporary impacts to streams or waterbodies associated with dewatering to work in dry conditions
exceed 150 linear feet; 3) the project will involve impacts to wetlands; 4) the primary purpose of the
project is for commercial development; 5) the project involves the replacement of a bridge or spanning
structure with a culvert or non-spanning structure in waters of the United States; or 6) the activity will
be constructed during the trout waters moratorium (October 15 through April 15).
4.1.5 The permittee shall submit a PCN to the District Engineer prior to commencing the activity if
the activity will involve the discharge of dredged or fill material into more than 150 linear feet of
stream channel for the construction of temporary access fills and/or temporary road crossings. The
PCN must include a restoration plan that thoroughly describes how all temporary fills will be removed,
describes how pre-project conditions will be restored, and includes a timetable for all restoration
activities.
NATIONWIDE PERMIT GENERAL CONDITIONS
The following General Conditions must be followed in order for any authorization by a NWP to
be valid:
1. Navigation. (a) No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or
otherwise, must be installed and maintained at the permittee's expense on authorized facilities in
navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in
the opinion of the Secretary of the Army or his authorized representative, said structure or work shall
cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be
required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work
or obstructions caused thereby, without expense to the United States. No claim shall be made against
the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species that
normally migrate through the area, unless the activity's primary purpose is to impound water. All
permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise
designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a
bottomless culvert cannot be used, then the crossing should be designed and constructed to minimize
adverse effects to aquatic life movements.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning
area are not authorized.
4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
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 Fills. 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 condit ions 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.

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 cond ition 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 pat terns 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.

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 flo ws
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 o f 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.

Action ID Number: SAW-2019-01204 County: Pamlico County

Permittee: Chris Rivenbark
NCDOT-NEU

Project Name: NCDOT B-4593 Bridge 38 NC55 Trent Creek

Date Verification Issued: July 3, 2019

Project Manager: Thomas Steffens

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

From:Matthews, Monte K CIV USARMY CESAW (USA)
To:Ward, Garcy; Cashin, Gordon E; Lane, Stephen
Cc:Steffens, Thomas A CIV USARMY CESAW (USA); Rivenbark, Chris
Subject:[External] RE: Permit Modification for B-4593 Pamlico County
Date:Thursday, May 26, 2022 8:12:43 AM
Attachments:image001.png
image002.png
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Gordon,
The USACE does not object to this modification, provided no concerns are
expressed by NCDWR and/or NCDCM. Therefore, NCDOT is authorized to
conduct work in waters of the U.S. as proposed via the modification request of
May 6, 2022. Please note that all conditions of the original permit remain
valid. I’ll place this email in the project file to show the modified plans, impact
amounts, and coordination.
Monte Matthews
US Army Corps of Engineers
Wilmington District
From: Ward, Garcy <[e-mail]>
Sent: Tuesday, May 24, 2022 4:44 PM
To: Cashin, Gordon E <[e-mail]>; Lane, Stephen <[e-mail]>; Matthews,
Monte K CIV USARMY CESAW (USA) <[e-mail]>
Cc: Steffens, Thomas A CIV USARMY CESAW (USA) <[e-mail]>
Subject: [Non-DoD Source] RE: Permit Modification for B-4593 Pamlico County
Gordon,
A modification of the 401 will not be required for this request. The information you provided is
sufficient for our files. Let me know if you have any questions.
Thanks,
Garcy Ward
Environmental Specialist
Division of Water Resources
252-948-3917
From: Cashin, Gordon E <[e-mail]>
Sent: Tuesday, May 24, 2022 8:59 AM
To: Ward, Garcy <[e-mail]>; Lane, Stephen <[e-mail]>;
[e-mail]
Cc: Tom Steffens <[e-mail]>
Subject: FW: Permit Modification for B-4593 Pamlico County

Fellas,

We sent y’all a permit mod request May 6th, reflecting minor changes to the utility impacts. We’re
trying see if we can resolve this to allow for Duke to move poles only once, keeping the let on
schedule and balancing the in-water work moratorium. The project is scheduled to be advertised
June 21, and we always like to include the latest permits, of course.

Do y’all think this is something you can approve soon? Do you plan to send actual mods, in-field
mods, or handle via email?

Regards,

Gordon Cashin
Environmental Program Consultant
Environmental Coordination & Permitting
North Carolina Department of Transportation

919 707 6107 office
919 749 0442 mobile
[e-mail]

1598 Mail Service Center
Raleigh, NC 27699-1598

1000 Birch Ridge Drive
Raleigh, NC 27610

From: Rivenbark, Chris
Sent: Friday, May 6, 2022 2:13 PM
To: [e-mail]; Ward, Garcy <[e-mail]>; Lane, Stephen
<[e-mail]>
Cc: Johnson, Jay B <[e-mail]>; Brittingham, Cathy <[e-mail]>;
NCDOT_REG <[e-mail]>; Carpenter,Kristi <[e-mail]>;
Sanders, Byron <[e-mail]>
Subject: Permit Modification for B-4593 Pamlico County
A permit modification request for B-4593 has been prepared. The electronic copy can be
viewed/downloaded at https://xfer.services.ncdot.gov/pdea/PermApps/B-
4593%20Nationwide%20CAMA%20Modification%20May%206%202022.pdf
Chris Rivenbark
Environmental Analysis Unit
North Carolina Department of Transportation
919 707 6152 office
[e-mail]
1598 Mail Service Center
Raleigh, NC 27699-1598
1020 Birch Ridge Drive
Raleigh, NC 27610
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
June24, 2019
Beaufort County
NCDWR Project No. 20190585
TIP B-4593
APPROVAL of 401 WATER QUALITY CERTIFICATION and NEUSE BUFFER AUTHORIZATION with
ADDITIONAL CONDITIONS
Mr. Chris Rivenbark
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, NC 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 Number 38 over Trent Creek on NC 55 in Pamlico County:
Wetland and Stream Impacts in the Neuse River Basin
Site Wetland Fill
(ac)
Wetland
Excavation
(ac)
Wetland
Fill
Temporary
(ac)
Wetland
Hand
Clearing (ac)
Streams
permanent
(lf)
Bridge 38 0.09 -- -- 0.14 8
Detour bridge -- -- 0.15 0.18 --
Utilities <0.01 0.02 -- 0.65 --
Total 0.09 0.02 0.15 0.97 8
Net Total 1.23 8
Buffer Impacts in the Neuse River Basin
Site Buffer Zone 1 (sq ft) Buffer Zone 2 (sq ft) Total
Bridge 38 425 373 798
Detour bridge 1371 880 2,251
Utilities 2092 1392 3,484
Total 3,888 2,645 6,533
The project shall be constructed in accordance with your application dated received May 3, 2019. After reviewing
your application, we have decided that these impacts are covered by General Water Quality Certification Number
4132 and 4133. These certifications correspond to the Nationwide Permits 3 and 12 respectively issued by the
Corps of Engineers. This approval is also valid for the Neuse Riparian Buffer Rules (15A NCAC 2B.0233). 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
as described in 15A NCAC 2B.0233. For this approval to remain valid, you must adhere to the conditions listed in
the attached certification(s) and any additional conditions listed below.
DocuSign Envelope ID: 517EA2E2-5ADE-431B-8B23-4089559360AF

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, stormwate r 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. 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]

4. 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)]

5. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC
02H.0506(b)(3)]

6. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [15A NCAC 02H.0506(b)(3)]

7. 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)]

8. 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]

a. 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 .
b. 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.
c. 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 com ply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971.
d. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS-1,
WS-11, 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 Watershed. [15A NCAC 02H.0506(b)(3) and (c)(3); GC 4135]

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. Erosion control matting in riparian areas shall not contain a plastic or nylon mesh grid which can impinge and
entrap small animals. Matting should be secured in place by staples, stakes, or wherever possible live stakes of
native trees. Riparian areas are defined as a distance 25 feet from top of stream bank. [15A NCAC 02B.0201]

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 -
DocuSign Envelope ID: 517EA2E2-5ADE-431B-8B23-4089559360AF

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 D ivision 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. 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)]

13. Bridge deck drains shall not discharge directly into the stream to the maximum extent practicable. Stormwater
shall be directed across the bridge and pre-treated through site-appropriate means (grassed swales, pre-formed
scour holes, vegetated buffers, etc.) where possible before entering the stream. To meet the requirements of
NCDOT’s NPDES permit NCS0000250, please refer to the most recent version of the North Carolina
Department of Transportation Stormwater Best Management Practices Toolbox manual for approved measures.
[15A NCAC 02H .0507(d)(2) and 15A NCAC 02H .0506(b)(5)]

14. All bridge construction shall be performed from the existing bridge, temporary work bridges, temporary
causeways, or floating or sunken barges. If work conditions require barges, they shall be floated into
position and then sunk. The barges shall not be sunk and then dragged into position. Under no
circumstances should barges be dragged along the bottom of the surface water. [15A NCAC
02H .0506(b)(3)]

15. 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)]

16. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life
passage. [15A NCAC 02H.0506(b)(2)]

17. No drill slurry or water that has been in contact with uncured concrete shall be allowed to enter surface waters.
This water shall be captured, treated, and disposed of properly. [15A NCAC 02H .0506(b)(3)

18. A turbidity curtain will be installed in the stream if driving or drilling activities occur within the stream
channel, on the stream bank, or within 5 feet of the top of bank, or during the removal of bents from an old
bridge. This condition can be waived with prior approval from the NCDWR. [15A NCAC 02H .0506(b)(3)

19. Pursuant to 15A NCAC 2B.0233(6), sediment and erosion control devices shall not be placed in Zone 1 of any
Neuse Buffer without prior approval by the NCDWR. At this time, the NCDWR has approved no sediment
and erosion control devices in Zone 1, outside of the approved project impacts, anywhere on this
project. Moreover, sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided
that Zone 1 is not compromised and that discharge is released as diffuse flow.

20. The post-construction removal of any temporary bridge structures must return the project site to its
preconstruction contours and elevations. The impacted areas shall be revegetated with appropriate native
species including woody species. [15A NCAC 02H .0506(b)(2)

21. Due to the possibility that compaction and/or other site alterations might prevent the temporary wetland impact
area from re-attaining jurisdictional wetland status; the permittee shall provide an update on the wetland areas
temporarily impacted by the temporary detour bridge. This update shall be conducted two growing seasons
after completion of the work and shall consist of photographs and a brief report on the progress of the areas in
re-attaining wetland jurisdictional status. Upon submission of this update to the NCDWR, the permittee shall
schedule an agency field meeting with the NCDWR to determine if the wetland areas temporarily impacted by
this project have re-attained jurisdictional wetland status. If the wetland areas temporarily impacted by this
project have not re-attained jurisdictional wetland status, the NCDWR shall determine if compensatory
wetland mitigation is to be required. [15A NCAC 02H.0506(b)(2) and (b)(3)]

DocuSign Envelope ID: 517EA2E2-5ADE-431B-8B23-4089559360AF

22. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be resto red to the
preconstruction contours and revegetated. Maintained buffers shall be permanently revegetated with non -
woody species by the end of the growing season following completion of construction. For the purpose of this
condition, maintained buffer areas are defined as areas within the transportation corridor that will be subject to
regular NCDOT maintenance activities including mowing. The area with non -maintained buffers shall be
permanently revegetated with native woody species before the next growin g season following completion of
construction. (15A NCAC 2B.0233)

23. All stormwater runoff shall be directed as sheetflow through stream buffers at non -erosive velocities, unless
otherwise approved by this certification. (15A NCAC 2B.0233)

24. New roadside ditches that do not control for nitrogen and attenuate flow before discharging through the riparian
buffer are prohibited [15A NCAC 2B.0233(6)]

25. NCDOT shall be in compliance with the NCS00250 issued to the NCDOT, including the applicable requirements
of the NCG01000.

26. 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)]

27. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters
is prohibited. [15A NCAC 02H.0506(b)(3)]

28. Adherence to The Guidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for
Construction Activities in North Carolina Waters will be required throughout construction.

29. 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]

30. 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)]

31. The NCDOT will conduct a pre-construction meeting with all appropriate staff to ensure that the project supervisor
and essential staff understand the permit conditions and any potential issues at the permitted site. NCDWR staff
shall be invited to the pre-construction meeting. [15A NCAC 02H.0506(b)(2) and (b)(3)

32. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT Division
Engineer shall complete the "Certification of Completion Form" to notify the NCDWR when all work included in
the 401 Certification has been completed. [15A NCAC 02H.0502(f)]

33. 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 8:00am and 5:00pm, except
for official state holidays. The original and one (1) copy of the petition must be filed with the Office of
Administrative Hearings.

DocuSign Envelope ID: 517EA2E2-5ADE-431B-8B23-4089559360AF

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 [phone]or [e-mail].

Sincerely,

Linda Culpepper, Director
Division of Water Resources

Electronic copy only distribution:
Tom Steffens, US Army Corps of Engineers, Washington Field Office
Gordon Cashin, NC DOT
Jay Johnson, NCDOT, Division 2
Stephen Lane, NC DCM
Cathy Brittingham, NC DCM
Garcy Ward, NC Division of Water Resources Washington Regional Office

DocuSign Envelope ID: 517EA2E2-5ADE-431B-8B23-4089559360AF
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726

GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters
The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is a Federally-listed
endangered aquatic mammal protected under the Endangered Species Act of 1973, as amended (16 U.S.C.
1531 et seq.) and the Marine Mammal Protection Act of 1972, as amended (16 U.S.C 1461 et seq.). The
manatee is also listed as endangered under the North Carolina Endangered Species Act of 1987 (Article
25 of Chapter 113 of the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead
Federal agency responsible for the protection and recovery of the West Indian manatee under the
provisions of the Endangered Species Act.
Adult manatees average 10 feet long and weigh about 2,200 pounds, although some individuals have been
recorded at lengths greater than 13 feet and weighing as much as 3,500 pounds. Manatees are commonly
found in fresh, brackish, or marine water habitats, including shallow coastal bays, lagoons, estuaries, and
inland rivers of varying salinity extremes. Manatees spend much of their time underwater or partly
submerged, making them difficult to detect even in shallow water. While the manatee’s principal
stronghold in the United States is Florida, the species is considered a seasonal inhabitant of North
Carolina with most occurrences reported from June through October.
To protect manatees in North Carolina, the Service’s Raleigh Field Office has prepared precautionary
measures for general construction activities in waters used by the species. Implementation of these
measures will allow in-water projects which do not require blasting to proceed without adverse impacts to
manatees. In addition, inclusion of these guidelines as conservation measures in a Biological Assessment
or Biological Evaluation, or as part of the determination of impacts on the manatee in an environmental
document prepared pursuant to the National Environmental Policy Act, will expedite the Service’s review
of the document for the fulfillment of requirements under Section 7 of the Endangered Species Act.
These measures include:
1 The project manager and/or contractor will inform all personnel associated with the project that
manatees may be present in the project area, and the need to avoid any harm to these endangered
mammals. The project manager will ensure that all construction personnel know the general appearance
of the species and their habit of moving about completely or partially submerged in shallow water. All
construction personnel will be informed that they are responsible for observing water-related activities for
the presence of manatees.
2. The project manager and/or the contractor will advise all construction personnel that there are civil and
criminal penalties for harming, harassing, or killing manatees which are protected under the Marine
Mammal Protection Act and the Endangered Species Act.
2

3. If a manatee is seen within 100 yards of the active construction and/or dredging operation or vessel
movement, all appropriate precautions will be implemented to ensure protection of the manatee. These
precautions will include the immediate shutdown of moving equipment if a manatee comes within 50 feet
of the operational area of the equipment. Activities will not resume until the manatee has departed the
project area on its own volition (i.e., it may not be herded or harassed from the area).
4. Any collision with and/or injury to a manatee will be reported immediately. The report must be made
to the U.S. Fish and Wildlife Service (ph. 919-856-4520), the National Marine Fisheries Service (ph. 252-
728-8762), and the North Carolina Wildlife Resources Commission (ph. 252-448-1546).
5. A sign will be posted in all vessels associated with the project where it is clearly visible to the vessel
operator. The sign should state:
CAUTION: The endangered manatee may occur in these waters during the warmer months,
primarily from June through October. Idle speed is required if operating this vessel in shallow
water during these months. All equipment must be shut down if a manatee comes within 50 feet
of the vessel or operating equipment. A collision with and/or injury to the manatee must be
reported immediately to the U.S. Fish and Wildlife Service (919-856-4520), the National Marine
Fisheries Service (252-728-8762), and the North Carolina Wildlife Resources Commission (252-
448-1546).
6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to manatees during
project activities. Upon completion of the action, the project manager will prepare a report which
summarizes all information on manatees encountered and submit the report to the Service’s Raleigh Field
Office.
7. All vessels associated with the construction project will operate at “no wake/idle” speeds at all times
while in water where the draft of the vessel provides less than a four foot clearance from the bottom. All
vessels will follow routes of deep water whenever possible.
8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of material in
which manatees cannot become entangled; (b) secured in a manner that they cannot break free and
entangle manatees; and, (c) regularly monitored to ensure that manatees have not become entangled.
Barriers will be placed in a manner to allow manatees entry to or exit from essential habitat.
Prepared by (rev. 02/2017):
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
919/856-4520
3
Figure 1. The whole body of the West Indian manatee may be visible in clear water; but in the dark and
muddy waters of coastal North Carolina, one normally sees only a small part of the head when the
manatee raises its nose to breathe.
Illustration used with the permission of the North Carolina State Museum of Natural Sciences.
Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I. A re-
evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-3. North
Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52.
See Sheet 1 A For Index of Sheets
See Sheet 18 For Conventional Plan Sheet Symbols
See Sheet 1C-1 For Survey Control Sheet ST A TlE OlF NOR TH CAROlLIN A
DIVISION OlF HIGHWAYS
PAMLICO COUNTY
LOCATION: BRIDGE NO. 38 ON NC 55 OVER TRENT CREEK
TYPE OF WORK: GRADING,DRAINAGE,PAVING AND STRUCTURE.
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.10 DESIGN HW ELEV AT/ON = N/A FT -10 BASE DISCHARGE = N/A CFS E
BASE FREOUENCY = N/A YRS
BASE HW ELEVATION = N/A FT
<NERTOPPING DISCHARGE = 3450 CFS _?n <NERTOPPING FREOUENCY= 500+ YRS _?n
<NERTOPPING ELEVATION = 4.6 FT
= FT
_-:in DATE OF SURVEY = 02/14/2018 _-:in
WS.ELEVATION
AT DATE OF SURVEY = OJ FT
An ,._n
L FOR -L-PLAN, SEE SHEET 4
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-BL-STA 31 + 46.00, 248' RT
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Hand Existing Existing
Temp Permanent 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 12+25 to 22+37 -L- LT Roadway Fill Slope < 0.01 0.10
1 11+24 to 22+76 -L- RT Roadway Fill Slope 0.09 0.04
1 15+97 to 16+28 -L- LT Rip Rap < 0.01 <0.01 8.00 13.00
1 11+12 to 22+04 -L_DET_ RT Detour Fill Slope 0.15 0.18
TOTALS*:0.15 0.09 0.00 0.00 0.32 < 0.01* <0.01** 8.00 13.00 0.00
**Rounded totals are sum of actual impacts**
NOTES:
Revised 2016 09 09 SHEET 17 OF 17
06/27/2019
PAMLICO COUNTY
NC DEPARTMENT OF TRANSPORTATION
B-4593
0.09 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures.
*Permanent SW impacts = 143 sf
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
**Temporary SW impacts = 199 sf
BRIDGE REPLACEMENT ON NC 55 OVER TRENT
CREEK
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SHEET 1 OF 5
BUFFER DRAWING
BUFFER IMPACTS PERMIT
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

38422.2.1
38422.3.1 CONST.

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.TOTAL
SHEETS
N.C.
SHEET1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
25-MAR-2019 11:23
B4593_Hyd_prm
_buf_tsh.dgn
Patrick.Hartnett
CONTRACT:
TIP PROJECT:
A
R
T
M
EN N
A
S
O H
DEP
T
O F T R A S P OR T
T IO
N
T ATE O F N R T
C
AROLIN
A
FIRM NO. P-0339
Prepared in the Office of:
www.summitde.net
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
504 Meadowland Drive
MPHV=DET
505025
50 25
10 5 10 20
10050
100
GRADING, DRAINAGE, PAVING AND STRUCTURE.
B-4593
VICINITY MAP
MAJOR COLLECTOR
REGIONAL TIER
8600
8
55
9
* TTST =2%DUAL =7%
B-4593
B-4593
PROJECT
60
50
38422.1.2
BRIDGE NO. 38 ON NC 55 OVER TRENT CREEK
BEGIN BRIDGE
END BRIDGE
4,6 5,7
-L- STA. 11+00.00
END BRIDGEBEGIN BRIDGE
-L- STA. 26+00.00
TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES
LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES
LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES
2040
TO B A YBO RO
TO O RIEN TA L
R I V E R
R IVER
BAY
Stonewall
Trent
Church
CentralSchool
Trent
Creek
Trent
Creek
Chapel
55
55
55
Bayboro
Main
St.
Gibbtown
55
55
Callisons
Merritt
Trent
Cr.
BAY
Prong
S o ut h
N orth
Prong
pop. 282
304
2018 STANDARD SPECIFICATIONS
2019 5576
PE
-L- NC 55
-D E T -
TRENT CREEK
TRENT CREEK
SR 1324
SR 1322
B A Y RI V E R
NCDOT CONTACT:DAVID STUTTS, PE
BEGIN TIP PROJECT B-4593
END TIP PROJECT B-4593
See Sheet 1C-1 For Survey Control Sheet See Sheet 1B For Conventional Plan Sheet SymbolsSee Sheet 1A For Index of Sheets
MAY 21, 2019
C204217
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
NOVEMBER 1, 2018
R/W, Utilities
N C G RI D
N A D 8 3 N A 2 0 11
-L- STA. 27+00.00
END CONSTRUCTION
-L- STA. 16+22.00
-L- STA. 17+82.00
---
BRANDON W. JOHNSON, PE
FAITH E. JAHNKE, PE
PRO F E S S IO
N
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
PAMLICO COUNTY
-Y1- STA. 11+37.94
END CONSTRUCTION
-LDET- STA. 15+35.00 -LDET- STA. 16+75.00
P ILE WALL P R OP OS E D S H E E T
1002
1203
1209
1209
1342
1337
1337
1334
1336
1212
1335
1315
1336
1335
1334
1324
1333
1322
1316
1323
1324
1322
W ater Street
C h i n c h i l l a D r i v e
Rowe Road
Ca lliso n R o a d
Spruill Road
Trent Road
F lo rence Road
Gibbtown RoadGibbtown R oa d
Sp a in F a rm R o ad
M
cCotter Road
A llig a to r C re e k R o a d
Road
Seawell Farm
+07
+97
+97
+07
SHEET 2 OF 5
BUFFER DRAWING
2/CONST. 4
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
ON THIS SHEET
IMPACTS APPEAR GRAY
DETOUR BUFFER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIO
NS

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4593
8/17/99
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 5)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
32'
24'
-L- STA. 16+22.00
BEGIN BRIDGE -L- STA. 17+82.00
END BRIDGE
-L- STA. 18+06.17
END APP. SLAB-L- STA. 15+97.83
BEGIN APP. SLAB
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
02
0202
02 F-F 12'
12'
4'
4'
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 11:23
Patrick.Hartnett
SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
10
15
-L-
-L- STA. 11+00.00
BEGIN PROJECT TIP B-4593
-L- STA 17+82.00
END BRIDGE
-L- STA 16+22.00
BEGIN BRIDGE
SE = RC
RO = 54'
PI Sta 11+90.14
D
L = 380.21'
T = 190.14'
R = 7,860.00'
-L-
-L- STA 15+97.83
BEGIN APPROACH SLAB
-L- STA 18+06.17
END APPROACH SLAB
-L- PT Sta. 13+80.21-L- PC Sta. 10+00.00BEGIN CONSTRUCTION
027
004
02
02
0200
00 02
02
24'
01
01 01
8 :1
8 :1
24'
+37.80
T YPINC
2 7 '
02
02
4' PS
4' PS
02
0212'
12'
8 :1
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
TYPE-III
99.00 RT+02.00 -L-99.00 RT+50.00 -L-
EX R/W
43.00 RT+00.00 -L-
1
1
2
3
4
+25.00 -L-
EX R/W
50.00 LT
+63.00 -L-
88.00 LT
103.00 LT
+84.00 -L-
88.00 LT
103.00 LT
+00.00 -L-
88.00 LT
+80.00 -L-
88.00 LT
+44.00 -L-
(EX R/W)
63 RT
+22.00 -L-
(EX R/W)
63.00 RT
55.00 RT+91.00 -L-
EX R/W
50.00 RT+17.00 -L-
EX R/W
50.00 RT+86.00 -L-
52.00 RT+00.00 -L-
EX R/W
48.00 LT+21.00 -L-
EX R/W
46.00 LT+28.00 -L-
110 114
TRENT CREEK
TRENT CREEK
N C H WY 5 5 2 4 ' B S T N C H WY 5 5 2 4 ' B S T
N C G RI D
N A D 8 3 N A 2 0 11
T
T
C
A R V A R V
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
WO O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 041.98'+97.5677
0403
0405
0401
0402 0406
0407
C
C
C
C
CC CC
C
C
C
0404
TYPE-III
TYPE-III
TYPE-III
TYPE-III
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI15" RCP-III 15" RCP-III
15" RCP-III
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
Geotextile
Ground
Natural
1' Thickness
SHEET 3 OF 5
BUFFER DRAWING
3/CONST. 6
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
ON THIS SHEET
IMPACTS APPEAR GRAY
-L- PROPOSED BUFFER
30'
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
04
F-F 11'
11'
-LDET- STA. 16+75.00
END BRIDGE
4'
4'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIO
NS

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6B-4593
8/17/99
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
ATCHLIN
E -L- STA 19+
00.00 (SEE SHEET 7)
FOR PROFILE, SEE SHEET 9
FOR -L- LINE, SEE SHEET 4
R/W REV: REMOVED ROW, ADDED TCE, ADDED PDE ON PARCELS 1, 2, 3, AND 4. - FEJ 190131
25-MAR-2019 11:23
Patrick.Hartnett
-LDET- STA. 15+35.00
BEGIN BRIDGE
22'
22'
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
04
P I S t a 10 +9 9 .7 4D
L = 19 9 .2 9 'T = 9 9 .7 4 'R = 1,8 4 0 .0 0 '
PI Sta 14+34.46
D
L = 269.85'
T = 135.16'
R = 1,840.00'
PI Sta 17+24.58
D
L = 123.64'
T = 61.84'
R = 1,840.00'
10
15
SE = 04 SE = 04SE = 0 4
-LDET-
R O = 9 6 ' RO = 96'RO = 96'
-LDET- STA. 11+92.83
BEGIN GRADE
-LD E T -
-LDET- STA 16+75.00
END BRIDGE
-LDET- STA 15+35.00
BEGIN BRIDGE
-LDET- PC STA 10+00.00
-L- POC STA 11+00.00=
BEGIN DETOUR CONSTRUCTION
-L-
-LDET- PT Sta. 11+99.29
-LDET- PC Sta. 12+99.29
-LDET- PT Sta. 15+69.14
-LDET- PC Sta. 16+62.74
-LDET- PT Sta. 17+86.38
TEM P G RE U TL-3
TEM P TYP E -III
TEM P TYP E -III
TEM P TYP E-IIITEMP G REU TL-3
TEM P TYP E-III
110 114
TRENT CREEK
TRENT CREEK
N C H WY 5 5 2 4 ' B S T N C H WY 5 5 2 4 ' B S T
ALONG CREEK
N C G RI D
N A D 8 3 N A 2 0 11
T
T
C
-E L-
-EL-S 71°23'48" W317.97'S 8 9°2 5'0 0" E
17 5.6 8'
S 6 8 °5 0 '5 4 " E
5 9 .5 2 'S 5 0 °3 4 '12 " E113.2 3 '
S 37°22'31" E99.53'
S 39°25 '01" W
266 .85 '
PROPERTY LINE ALONG M
EAN HIGH W
ATER M
ARK OF TRENT CREEK
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
60.00'
E X IS T IN G R /W
E X IS T IN G R /W
WO O D E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
J O H N L . M c C O T T E R , IIIDB 3 5 3 P G 8 6 0
WATER MARK OF TRENT CREEK
PROPERTY LINE ALONG MEAN HIGH
SWAMP 1984
NCGS MONUMENT
W
ATER M
ARK OF TRENT CREEK
PROPERTY LINE ALONG M
EAN HIGH
007
00
01
02
03
04
04 03 0222'
T YP
IN C
2 4 '
+33.56
2 5 :1
2 5 :125:1
2 5 :1
23'
P IL E WA L L P R O P O S E D S H E E T
-DET- STA. 12+80.00
BEGIN WALL
-DET- STA. 16+70.90
BEGIN WALL
10
15
99.00 RT+02.00 -L-99.00 RT+50.00 -L-
EX R/W
43.00 RT+00.00 -L-
1
1
2
3
4
+25.00 -L-
EX R/W
50.00 LT
+63.00 -L-
88.00 LT
103.00 LT
+84.00 -L-
88.00 LT
103.00 LT
+00.00 -L-
88.00 LT
+80.00 -L-
88.00 LT
+44.00 -L-
(EX R/W)
63 RT
+22.00 -L-
(EX R/W)
63.00 RT
55.00 RT+91.00 -L-
EX R/W
50.00 RT+17.00 -L-
EX R/W
50.00 RT+86.00 -L-
52.00 RT+00.00 -L-
EX R/W
48.00 LT+21.00 -L-
EX R/W
46.00 LT+28.00 -L-
0601
0602
0603
0604
DETAIL 6-1
( Not to Scale)
Fill Slope3:1 or FlatterTOE PROTECTION
6 7 S Y G e o t e xtileType o f Lin e r =3 3 TO N S C la s s B Rip -Ra p
5'4.5'
F RO M S TA . 12 +2 0 TO S TA . 12 +8 0 -L D ET- RT
TE M P TY P E -III
TE M P TY P E -II I
T E M P T YP E -I II
T E M P T YP E -I II EX R/W
50.00 RT
+17.00 -L-
EX R/W
50.00 RT+86.00 -L-
TEMP TB 2GITEMP 2GI
+95+15
F
F F
F
F F F
F F F F F
F
F F F F F F F F
Site Station Structure
No. (From/To) Size / Type
1 15+37 -L- LT to 18+09 -L- LT Proposed Bridge X 425 373 798
1 16+09 -L- RT to 18+12 -L- RT Detour Bridge X 1371 880 2251
1
1
1
1
1796 1253 3049 00000
NOTES:
Revised 2018 Feb SHEET 4 OF 5
ALLOWABLE MITIGABLE
3/25/2019
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
PAMLICO COUNTY
B-4593
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
ZONE 1
(ft2)
ZONE 2
(ft2)
1 15+37 to 18+09 -L- LT 22 73
1 16+09 to 18+12 -L- RT 597 389
619 462
Revised 2018 Feb SHEET 5 OF 5
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
PAMLICO COUNTY
WETLANDS IN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3/25/2019
WETLANDS IN
BUFFERS
SITE NO. STATION (FROM/TO)
TOTAL:
Rev. Jan 2009
B-4593 Utility Narrative
Pamlico County, North Carolina
Updated April 20, 2022
Duke Energy

Contact Information: Alex Craig [phone] ext. 7304
[e-mail]

Duke Energy will be placing (6) new poles in the new PUE acquired north of NC Hwy 55, removing (5)
existing poles north of NC Hwy 55, placing (1) new pole south of NC Hwy 55, and installing (11) and
replacing (1) guys and anchors.

Wetland areas will be impacted by the installation of (6) new poles and (11) guys and anchors in the
wetland areas and the clearing required. The clearing for the proposed power lines will be 30 feet wide
(15 feet on each side of the lines), and the hand clearing impacts total 0.65 acres. There are also 36
square feet of utility pole impacts are attributed to Duke Energy. Additionally, Duke Energy guy
wires/anchors account for 33 square feet of impacts.

CenturyLink

Contact Information: Rod Medlin [phone]
[e-mail]

CenturyLink will be removing (2) poles, installing (4) guys and anchors, and abandoning buried cables
south of NC Hwy 55. The replacement copper and fiber cables will be placed on the north side on NC
Hwy 55 both buried in the R/W, and aerially west of the project, then both aerially attached to the new
Duke poles inside the project, then riser down the existing pole at Florence Road, and buried under NC
Hwy 55 to an existing handhole south of NC Hwy 55.

Wetland areas will be impacted by the installation of (2) guys and anchors in the wetland which account
for 6 square feet of impacts.

Spectrum

Contact Information: Stan Ramsay [phone]
[e-mail]

Spectrum will be abandoning buried cable south of NC Hwy 55, and removed from the aerial crossing
attached to CenturyLink’s poles (to be removed). Spectrum will be attaching to Duke’s new poles north
of NC Hwy 55, and to Duke’s existing poles until they are east of Florence Rd. Then, they will go buried
under NC Hwy 55 to tie back into their existing facilities west of N Trent Rd. Spectrum will be installing
(4) guys and anchors.
Wetland areas will be impacted by the installation of (3) guys and anchors in the wetland areas which
account for 9 square feet of impacts.

Bay River Metropolitan Sewer

Contact Information: Eric Harper - [phone] - [phone] (office)
[e-mail]
Chris Venters [phone]
[e-mail]
Bay River Metropolitan Sewer will be abandoning approximately 1184 LF of 6-inch PVC sanitary sewer
forcemain north on the northside of NC Hwy 55. The abandoned segment will be replaced by
approximately 207 LF of 8-inch PVC forcemain, 1050 LF of 8-inch FPVC forcemain, two 8-inch insertion
valves, 2 8-inch 11.25-degree bends, one 8-inch 22.5 degree bends, two combination air valve and
vaults, and two 10”x8” HDPE Reducers with 8” MJ Adaptors. The new segment will connect to the
existing sanitary sewer forcemain east and west of the bridge. The proposed forcemain will cross
underneath Trent Creek (maintaining a 20’ minimum separation below the bottom of the channel) with
1050 LF of directionally drilled 8-inch FPVC. All open cut sections are outside the wetland boundary, so,
there are no wetland impacts associated with this relocation.
Pamlico County Water

Contact Information: Jeff Sanders [phone], [phone] (office)
[e-mail]
Paul Campbell [phone], [phone] (office)
[e-mail]

Pamlico County Water will be removing/abandoning approximately 1111 feet of 8-inch PVC waterline on
the south side of NC Hwy 55. The existing waterline is suspended from the existing bridge. This segment
will be removed. The removed/abandoned segment of waterline will be replaced with approximately
265 LF of 8-inch PVC, 980 LF of 10” HDPE, two 8-inch insertion valves, three 8-inch 90-degree bends, an
8-inch 22.5-degree bend, an 8-inch 45-degree bend, and two 10”x8” HDPE Reducers with 8” MJ
Adaptors. The new segment will cross NC Hwy 55 West and East of the bridge, requiring 40 and 60 LF of
16-inch steel casing respectively. The steel casing will be bore and jacked which will require a 30’x15’
bore pit at the east and west crossings. Both bore pits will be north of NC Hwy 55. The new segment will
connect to the existing waterline at the crossings of NC Hwy 55 which will require 15’x15’ receiving pits
at both locations. The proposed waterline will cross underneath Trent Creek (maintaining a 20’
minimum separation below the bottom of the channel) with 960 LF of directionally drilled 10-inch HDPE.
Wetland areas will be impacted by the bore pits at both crossings of NC Hwy 55 (north of NC Hwy 55),
the receiving pit south of NC Hwy 55 and east of the bridge, and some open cut installation east of the
bridge. These impacts total 0.014 acres (164 square feet in Site 2 and 453 square feet in Site 3). Note it
was assumed excavation limits for the open cut section would extend 7.0’ from the center of the
waterline.

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GRAPHIC SCALES
SHEET NO.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
T.I.P. NO.
INDEX OF SHEETS
FAX [phone]
PHONE [phone]
RALEIGH NC 27699-1555
1555 MAIL SERVICES CENTER
UTILITIES UNIT
DIVISION OF HIGHWAYS

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PREPARED IN THE OFFICE OF
UNTIL ALL SIGNATURES ARE COMPLETED
DOCUMENT NOT CONSIDERED FINAL
FIRM NO. P-0339
www.summitde.net
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
504 Meadowland Drive
PROJECT ENGINEERBRANDON W. JOHNSON, PE
B-4593

P
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B
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4
5
9
3
PAMLICO COUNTY
LOCATION:
TYPE OF WORK:
BRIDGE NO. 38 ON NC 55 OVER TRENT CREEK
NC GRID
NAD 83 NA 2011
BEGIN BRIDGE
END BRIDGE
4,6 5,7
-L- STA. 11+00.00
END BRIDGEBEGIN BRIDGE
-L- STA. 26+00.00
TO BAYBORO
TO

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-L- NC 55
-DET-
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SR 132
2
BEGIN TIP PROJECT B-4593
END TIP PROJECT B-4593
-L- STA. 27+00.00
END CONSTRUCTION
-L- STA. 16+22.00
-L- STA. 17+82.00
-Y1- STA. 11+37.94
END CONSTRUCTION
-LDET- STA. 15+35.00 -LDET- STA. 16+75.00
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
505025
50 25
10 5 10 20
10050
100
NEU PERMIT PLANS
UE-1
UE-2 THRU UE-3
UE-1
SHEET NO.:
UTILITY CONSTRUCTION PLAN
TITLE SHEET
DESCRIPTION:
UTILITY OWNERS ON PROJECT
PROJECT DESIGNER
SITE 2&3: UTILITY IMPACTS
PERMIT PACKAGE)
(SHOWN IN SEPERATE
SITE 1: ROADWAY IMPACTS
WATER, AND SANITARY SEWER
RELOCATION OF POWER, TELEPHONE, CABLE,
FAITH E. JAHNKE, PE
SITE 2 SITE 3
METROPOLITAN
(E) SANITARY SEWER - BAY RIVER
(D) WATER - PAMLICO COUNTY WATER
(C) CABLE - SPECTRUM
(B) POWER - DUKE ENERGY
(A) TELEPHONE - CENTURYLINK
KELVIN S. MARTIN, EI
REGIONAL UTILITIES ENGINEERNABIL HAMDAN
REGIONAL UTILITY COORDINATORKYLE PLEASANT
SENIOR UTILITY COORDINATORLARRY M. JAMES, JR.
SENIOR UTILITIES ENGINEER
T
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VICINITY MAP
B
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4
5
9
3
B-4593
PROJECT
RIVER
RI
VE
R
BAY
Stonewall
Trent
Church
Central
School
T
r
e
n
t
Creek
Trent
Creek
C
h
a
p
e
l
55
55
55
Bayboro
Main
St.
Gibbtown
55
55
Callisons
Merritt
Tr
e
nt
Cr.
BAY
P rong
South
North Prong
pop. 282
304
BAY
RIVER
See Sheet 1C-1 For Survey Control Sheet
See Sheet 1B For Conventional Plan Sheet Symbols
See Sheet 1A For Index of Sheets
NC GRID
NAD 83 NA 2011
C
1002
1203
1209
1209
1342
1337
1337
1334
1336
1212
1335
1315
1336
1335
1334
1324
1333
1322
1316
1323
1324
1322
W
ater
Stre
et
Chinchilla Drive
R
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w
e

R
o
a
d
Callison
Road
Spruill RoadTrent
Road
Flo
re
n
ce
Ro
a
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Gibbtown Road
Gibb
to
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R
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ad
S
p
a
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Fa
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R
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M
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R
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a
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Alli
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a
to
r Cre
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R
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a
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S
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a
w
ell
F
a
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m
Submitted 5/6/2022
DUKE ENERGY
AERIAL
CABLES
CENTURYLINK
AERIAL
CABLES
SPECTRUM
AERIAL
IN PLACE
CABLES ABANDONED
BURIED CENTURYLINK
IN PLACE
CATV ABANDONED
BURIED SPECTRUM
OVERHEAD GUY
DUKE ENERGY
OVERHEAD GUY
SPECTRUM
POLE
REM DUKE
POLE
NEW DUKE
POLE
NEW DUKE
POLE
NEW DUKE
DUKE POLE
REPLACE
POLE
REM DUKE
POLE
NEW DUKE
POLE
NEW DUKE
POLE
REM DUKE
POLE
REM CENTURYLINK
POLE
REM CENTURYLINK
CABLE
CENTURYLINK
NEW BURIED
PROP. 8" PVC WATER
& VAULT (Sewer Only)
PROP. COMBO. AIR VALVE
CASING (Bore & Jack)
PROP. 40 LF OF 16"STEEL
(Abandon)
EX. 8" WATER
(Abandon)
8" FORCEMAIN
OPEN CUT
BORE PIT
PROP. 30'x15'
PROP. 8" PVC FORCEMAIN
OPEN CUT
RECIEVING PIT
PROP. 15'x15'
8" MJ ADAPTER
W/ REDUCER
PROP. 10"x8" HDPE
+07
+97
+97
+07
HC HC
CLEARING
DENOTES HAND
SHEET 2 OF 5
PERMIT DRAWING
SITE 2
SITE 3
RDY-4, UE-2
CAMA
Wetland
CAMA
Wetland
CAMA
Wetland
CAMA
Wetland
<0.01 ACRES SITE 3
<0.01 ACRES SITE 2
(THIS SHEET):
TOTAL EXCAVATION
0.12 ACRES SITE 3
0.31 ACRES SITE 2
(THIS SHEET)
TOTAL HAND CLEARING
SITE 3 IS ALL WETLAND AREAS EAST OF TRENT CREEK
NOTE: SITE 2 IS ALL WETLAND AREAS WEST OF TRENT CREEK AND
102
103
104
105
106
107
108
109
110
111
112
113
114
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NC HWY 55 24' BST
NC HWY 55 24' BST
BS1=7.58'
BS2=7.58'
BS3=7.64'
BS4=7.60'
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NC GRID
NAD 83 NA 2011
T
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Bay River MSD, 6 ", PVC
Pamlico County, 8 ", PVC
Bay River MSD, 6 ", PVC
Pamlico County, 8 ", PVC
ARV ARV
on Bridge
Water Line Suspended
Under Creek
Force Main BoredS 71°23'48" W317.97'
S 89°25'00" E
175.68'
S 68°50'54" E
59.52'
S

50
°34'
12
" E
113
.23'
S
37
°
22'
31
"
E
99.
53'
S

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2
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EXISTING R/W
EXISTING R/W
WOODED
-BL- 1
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
JOHN L. McCOTTER, III
DB 353 PG 86041.98'+97.56WA
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4593
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FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
3
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'
2
4
'
-L- STA. 16+22.00
BEGIN BRIDGE
-L- STA. 17+82.00
END BRIDGE
-L- STA. 18+06.17
END APP. SLAB
-L- STA. 15+97.83
BEGIN APP. SLAB
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
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SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
046981
EKNHAJ .E H
T
IAF
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
053755 TT
ENTRAH .M K
CIRT
A
P
10
15
8
:1
TYPE-III
TYPE-III
TYPE-III
TYPE-III
EX R/W
50.00 RT
+17.00 -L-
EX R/W
50.00 RT
+86.00 -L-
EX R/W
48.00 LT
+21.00 -L-
EX R/W
46.00 LT
+28.00 -L-
110 114
T
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NC HWY 55 24' BST
NC HWY 55 24' BST
NC GRID
NAD 83 NA 2011
T
T
C
ARV ARV
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
WOODED
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
JOHN L. McCOTTER, III
DB 353 PG 86041.98'+97.56
TYPE-III
TYPE-III
TYPE-III
TYPE-III
ROADWAY CENTERLINE
m
in
.
1
0
'
OPEN CUT DIRECTIONAL DRILL
HORIZ.
12+00
15+00 19+0017+0016+00 18+0014+0013+00
11+0010+00
1050 LF of 8" FPVC Forcemain)
HORIZ. DIRECTIONAL DRILL (Approx.
of 10" HDPE Water)
DRILL (Approx. 980 LF
HORIZ. DIRECTIONAL
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
15" RCP-III
1
5
"

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1
5
"

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F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
IV
IV
Submitted 5/6/2022
Ground
Natural
PSRM
CASING (Bore & Jack)
PROP. 60 LF OF 16" STEEL
& VAULT (Sewer Only)
PROP. COMBO. AIR VALVE
(Abandon)
8" FORCEMAIN
of 10" HDPE Water)
DRILL (Approx. 980 LF
HORIZ. DIRECTIONAL
OPEN CUT
RECIEVING PIT
PROP. 15'x15'
(Abandon)
8" WATER
8" FPVC Forcemain)
DRILL (Approx. 1050 LF of
HORIZ. DIRECTIONAL
DUKE ENERGY
AERIAL
CABLES
SPECTRUM
AERIAL
CABLES
CENTURYLINK
AERIAL
CABLES
UNDERGROUND
CENTURYLINK
SPECTRUM CABLES
UNDERGROUND
IN PLACE
CABLES ABANDONED
BURIED CENTURYLINK
IN PLACE
CATV ABANDONED
BURIED SPECTRUM
CABLES
SPECTRUM
AERIAL
POLE
REPLACE DUKE
POLE
REM DUKE
POLE
REM DUKE
POLE
NEW DUKE
AERIAL CABLE
REPLACE DUKE
AERIAL CABLE
CENTURYLINKPOLE
NEW DUKE
( Not to Scale)
PSRM TOE PROTECTION
d
FROM STA. 23+89 TO STA. 24+30 -L- RT
Fill Slope3:1 or Flatter
d= 1 Ft.
Type of Liner= 58 SY OF PSRM
DETAIL 5-1
RDY-5, UE-3
CAMA
SITE 3
SHEET 3 OF 5
PERMIT DRAWING
Wetland
CAMA
Wetland
HC HC
CLEARING
DENOTES HAND
OPEN CUT
& RECIEVING PIT
PROP. 30'x15' BORE
0.01 ACRES SITE 3
(THIS SHEET):
TOTAL EXCAVATION

0.22 ACRES HC SITE 3
(THIS SHEET)
TOTAL HAND CLEARING
SITE 3 IS ALL WETLAND AREAS EAST OF TRENT CREEK
NOTE: SITE 2 IS ALL WETLAND AREAS WEST OF TRENT CREEK AND
R
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5B-4593
8
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FOR ONSITE DETOUR, SEE SHEET 7
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PR OFESS
IO
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A
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NG INEER
N ORTH CARO
LINA
SEAL
046981
EKNHAJ .E H
T
IAF
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
053755 TT
ENTRAH .M K
CIRT
A
P
2
0
15
10
8:1
AT-1
GREU TL-3
(EX R/W)
30.00 RT
+00.00 -L-EX R/W
40.00 RT
45.00 RT
+78.00 -L-
15" R
CP
15" R
CP
15
"
RC
P
2
4
" R
C
P
24" RCP
v
v
v
v
v
v
v
v
v
v
v
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v
v
v11
' C
ONC
11' CONC
CONC PAD
B
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K
H
E
A
D
NC HWY 55 24' BST
JOHN L. McCOTTER, III
DB 353 PG 860
H
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T
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PAMCAR FARMS, LLC
DB 306 PG 447
6
0
.
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'
EXISTING R/W
EXISTING R/W
6
0
.0
0
'
EX
IS
T
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R
/W
E
X
IS
T
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R
/W
60.00'
E
XISTIN
G R/
W
E
XISTIN
G R/
W
60
.00
'
E
X
IS
T
IN
G

R
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E
X
IS
T
IN
G

R
/
W
WO
O
D
E
D
WO
O
D
E
D
WO
O
D
E
D
WO
O
D
E
D
S
R

13
2
4

F
LOR
E
N
C
E

R
OA
D

18
' B
S
T
SR 1322 N. TRENT RO
A
D 17' BST
B
S
T
BST
ECM
ECM
H
W
C
ON
C
NC GRID
NAD 83 NA 2011
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 518 PG 710
ANDREW M. BUEHL, JR., et al
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 337 PG 755
STEVEN LAVALLEE
DB 470 PG 147
1SBKD
PSRM TOE PROTECTION
FROM STA. 23+89 TO STA. 24+30 -L- RT
Type of Liner= 58 SY OF PSRM
DETAIL 5-1
C
117
116
118
119
121
120
122
123
124
125
126
127
15" R
CP
15" R
CP
15
"
RC
P
2
4
" R
C
P
24" RCP
v
v
v
v
v
v
v
v
v v
v11
' C
ONC
11' CONC
CONC PAD
B
U
L
K
H
E
A
D
NC HWY 55 24' BST
JOHN L. McCOTTER, III
DB 353 PG 860
H
H
TC
T
C
T
T
B
a
y
R
i
v
e
r
M
S
D
,
6
",
P
V
C
PAMCAR FARMS, LLC
DB 306 PG 447
N 58°49'00" W
758.64'
S 58°49'00" E
700.34'
N

2
8
°
2
3
'
3
4
"
E
17
2
.
9
2
'
N
54
°32
'26
"
W
180
.00
'
N

2
8
°2
3
'
3
4
"
E
6
7
.
8
0
'
N

50
°02'
26
" W
7
6
.
90'
N 84°25'26" W
58.50'
S
4
6
°2
2
'0
8
" W
14
0
.0
7
'
N
3
2°
45'
58
"
W
S

2
9
°0
0
'
4
3
"
W
13
7
.
8
8
'
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
6
0
.0
0
'
EX
IS
T
ING

R
/W
E
X
IS
T
ING

R
/W
60.00'
E
XISTIN
G R/
W
E
XISTIN
G R/
W
60
.00
'
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
WO
O
D
E
D
WO
O
D
E
D
WO
O
D
E
D
WO
O
D
E
D
S
R

13
2
4

F
LOR
E
N
C
E

R
OA
D

18
' B
S
T
SR 1322 N. TRENT RO
A
D 17' BST
B
S
T
BST
N 69°52'39" E230.93'ECM
H
W
C
ON
C
NC GRID
NAD 83 NA 2011
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 518 PG 710
ANDREW M. BUEHL, JR., et al
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
1SBKD
82.74'
+38.45
3
0
.
19
'
+
5
4
.
3
9
m
in
.
1
0
'
HO
R
IZ
.
D
R
IL
L

(S
ew
e
r)
D
IR
E
C
T
ION
A
L
(W
a
t
e
r)
O
P
EN
C
U
T
C
U
T
O
P
EN
HO
R
IZ
. D
IR
EC
T
IO
NA
L
D
R
ILL
20+0019+00 21
+
00
22
+
00
E
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
IV
Submitted 5/6/2022
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
[phone] (FAX)
[phone]
Hillsborough, NC 27278
504 Meadowlands Drive
2
5
-
A
P
R
-
2
0
2
2

12
:
18
B
4
5
9
3
_
H
y
d
_
u
t
l
_
p
s
h
_
O
H
_
p
f
l
.
d
g
n
f
a
i
t
h
.
j
a
h
n
k
e
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-4593
10 11 12 13 14 15 16 17
-20
-10
0
10
20
30
40
50
-20
-10
0
10
20
-20
-10
0
10
20
30
40
50
-20
-10
0
10
20
30
40
50
19 20 21 22 23 24 25
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
046981
EKNHAJ .E H
T
IAF
SEAL
046226
REENIGNE
LA
N
OISSEFORP A
NIL
O
RACHTRON
IK
SOKSTAP .
M
N
OSA
J
-OH-
-OH-
60
70
60
70
CLEARANCE = 23.0 FT
= 21.2 FT
CLEARANCE
CLEARANCE = 25.1 FT
CLEARANCE = 25.4 FT
CLEARANCE = 39.4 FT
CLEARANCE = 24.1 FT
CLEARANCE = 22.6 FT
1G5Y38 NCD45 1FMT63 1FMT64
1FMT65 1FMT66
1FMT67
NCD52
UE-4
30
40
60
70

18 19
CREEK
TRENT
OFFSET 32.5' -L- RT
STA. 10+32 -L-
STA. 10+00 -OH-
OFFSET 35.2' -L- LT
STA. 10+30 -L-
STA. 10+68 -OH-
OFFSET 59.6' -L- LT
STA. 12+39 -L-
STA. 12+78 -OH-
OFFSET 72.3' -L- LT
STA. 13+75 -L-
STA. 14+12 -OH-
OFFSET 72.6' -L- LT
STA. 15+89 -L-
STA. 16+27 -OH-
OFFSET 72.6' -L- LT
STA. 17+83 -L-
STA. 18+21 -OH-
OFFSET 71.6' -L- LT
STA. 20+96 -L-
STA. 21+36 -OH-
OFFSET 36.4' -L- LT
STA. 23+04 -L-
STA. 23+54 -OH-
CAMA WETLANDS
CAMA WETLANDS CAMA WETLANDS
SHEET 4 OF 5
PERMIT DRAWING
TOP OF POLE
5 INCHES FROM
DUKE SPAN GUY
TOP OF POLE
17 INCHES FROM
DUKE SPAN GUY
FROM TOP OF POLE
GUY 160 INCHES
JOINT USE SPAN
TOP OF POLE
58 INCHES FROM
DUKE SPAN GUY
TOP OF POLE
46 INCHES FROM
DUKE SPAN GUY
FROM TOP OF POLE
PRIMARY 10" AND 40"
TOP OF POLE
NEUTRAL 120" FROM
172" FROM TOP OF POLE
JOINT USE 160" AND
BELOW TOP OF POLE
PRIMARY 8" AND 16"
TOP OF POLE
NEUTRAL 96" BELOW
BELOW TOP OF POLES
JOINT USE 136" AND 148"
BELOW TOP OF POLES
JOINT USE 136" AND 148"
BELOW TOP OF POLE
PRIMARY 10" AND 22"
TOP OF POLE
NEUTRAL 96" BELOW
BELOW TOP OF POLE
PRIMARY 5" AND 28"
TOP OF POLE
NEUTRAL 106" BELOW
BELOW TOP OF POLES
JOINT USE 146" AND 158"
BELOW TOP OF POLE
PRIMARY 5" AND 40"
TOP OF POLE
NEUTRAL 120" BELOW
BELOW TOP OF POLES
JOINT USE 160" AND 172"
BELOW TOP OF POLE
PRIMARY 5" AND 40"
TOP OF POLE
NEUTRAL 120" BELOW
BELOW TOP OF POLES
JOINT USE 160" AND 172"
TOP OF POLE
NEUTRAL 96" BELOW
BELOW TOP OF POLES
JOINT USE 136" AND 148"
BELOW TOP OF POLE
PRIMARY 10" AND 22"
FROM TOP OF POLE
GUY 106 INCHES
JOINT USE SPAN (SPECTRUM)
SPECTRUM
CENTURYLINK
SPECTRUM
CENTURYLINK
DUKE PRIMARY 24 KV
DUKE PRIMARY 24 KV
DUKE NEUTRAL
DUKE PRIMARY 24 KV
DUKE PRIMARY 24 KV
DUKE NEUTRAL
Submitted 5/6/2022
& 8" PVC FORCEMAIN
PROP. 8" PVC WATER
& VAULT (Sewer Only)
PROP. COMBO. AIR VALVE
(Bore & Jack)
STEEL CASING
w/ 40 LF OF 16"
PROP. 8" PVC WATER
(Sewer Only)
AIR VALVE & VAULT
PROP. COMBO.
FORCEMAIN
PROP. 8" PVC
CASING (Bore & Jack)
w/ 60 LF OF 16" STEEL
PROP. 8"PVC WATER
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
[phone] (FAX)
[phone]
Hillsborough, NC 27278
504 Meadowlands Drive
2
5
-
A
P
R
-
2
0
2
2

12
:
18
B
4
5
9
3
_
H
y
d
_
u
t
l
_
p
s
h
_
W
&
S
S
_
p
f
l
.
d
g
n
f
a
i
t
h
.
j
a
h
n
k
e
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-4593
10 11 12 13 14 15 16 17
-30
0
-20
-10
0
10
20
-30
0
-20
-10
0
10
20
30
40
50
19 20 21 22 23 24 25
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
046981
EKNHAJ .E H
T
IAF
SEAL
046226
REENIGNE
LA
N
OISSEFORP A
NIL
O
RACHTRON
IK
SOKSTAP .
M
N
OSA
J
10
10 UE-5
30
40
60
70
18 19
-10
-20
-10
-20
CREEK
TRENT
-HWY-
-HWY-
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A

1
9
+
0
0
CAMA WETLANDS CAMA WETLANDS
CAMA WETLANDS
S
T
A
.

1
7
+
0
0

-
H
W
Y
-
T
R
E
N
T

C
R
E
E
K

C
L
SHEET 5 OF 5
PERMIT DRAWING
****************************************
RR SPIKE SET IN 20" HARDWOOD
BL STATION 31+46.00 248' RIGHT
N 500252 E 2682858BM1 ELEVATION = 5.85****************************************
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A

1
9
+
0
0
2
0
'
m
i
n
.
D
E
P
T
H
RADIUS
600' min.
RADIUS
600' min.
E
X.
T
V
E
X.
T
.
F
O
EX
. G
RA
D
E
EX. GRADE
S
T
A
.
10
+
5
5
N
C

H
WY
5
5
(
C
o
n
n
e
c
t

E
x
.
W
a
t
e
r
)
P
R
O
P
.

8
"
9
0
°
B
E
N
D
(
W
a
t
e
r
-

L
t
.
S
t
a
.
1
0
+
5
5
)
P
R
O
P
.

8
"

9
0
°
B
E
N
D
(
W
a
t
e
r
-

L
t
.
S
t
a
.
1
0
+
5
5
)
P
R
O
P
.

8
"

9
0
°
B
E
N
D
3
.
5
'
m
i
n
.
HORIZ. DIRECTIONAL DRILL (Approx. 1050 LF of 8" FPVC Forcemain)
B
E
N
D

(
S
e
w
e
r
)
P
R
O
P
.

8
"

1
1
.
2
5
°
(Water & Sewer)
WITH EX. SYSTEM
FUSED PIPING TO CONNECTION
RESTRAIN ALL JOINTS FROM
(Butt Fused - Sewer)
PROP. 8" 11.25° VERT. BEND
(Butt Fused - Sewer & Water)
2-PROP. 8" MJ ADAPTERS
ML STA.10+55
(
S
e
w
e
r
-

C
o
n
n
e
c
t
E
x
.

F
S
S
)
w
/
8
"

1
1
.
2
5
°

B
E
N
D
P
R
O
P
.

8
"
x
6
"

R
E
D
U
C
E
R
HORIZ. DIRECTIONAL DRILL (Approx. 980 LF of 10" HDPE Water)
(
A
b
a
n
d
o
n
)
E
X.
8
"
F
S
S
11.25° VERT. BEND (Butt Fused - Water)
PROP. 10"x8" HDPE REDUCER w/ 10"
BORE PIT
30'x15'
PROP.
PIT
RECIEVING
15'x15'
PROP.
****************************************
RR SPIKE SET IN 20" HARDWOOD
BL STATION 31+46.00 248' RIGHT
N 500252 E 2682858
BM1 ELEVATION = 5.85
****************************************
RADIUS
600' min.
3
.
5
'
m
i
n
.
EX.TV
EX.T.FO
EX. GRADE
EX. GRADE
S
T
A
.
2
1+
8
0

N
C

H
WY
5
5
(
W
a
t
e
r
-

L
t
.
S
t
a
.
2
1
+
8
0
)
P
R
O
P
.

8
"

2
2
.
5
°

&

4
5
°
B
E
N
D
PROP. GRADE
of 8" FPVC Forcemain)
DRILL (Approx. 1050 LF
HORIZ. DIRECTIONAL
of 10" HDPE Water)
DRILL (Approx. 980 LF
HORIZ. DIRECTIONAL
(Butt Fused - Water)
REDUCER w/ 8" MJ ADAPTER
PROP. 10"x8" HDPE
BEND (Butt Fused - Water)
PROP. 10"11.25° VERT.
(Butt Fused - Sewer)
BEND w/ 8" MJ ADAPTER
PROP. 8"11.25° VERT.
RESTRAIN ALL JOINTS FROM
WITH EX. SYSTEM (Water & Sewer)
FUSED PIPING TO CONNECTION

(
S
e
w
e
r
-
C
o
n
n
e
c
t

E
x
.

F
S
S
)
w
/
8
"
x
6
"

R
E
D
U
C
E
R
L
t
.
S
t
a
.

2
1
+
8
0
)
&

4
5
°

B
E
N
D

(
W
a
t
e
r
P
R
O
P
.

8
"
2
2
.
5
°
P
R
O
P
.
8
"

2
2
.
5
°

B
E
N
D
(
A
b
a
n
d
o
n
)
E
X.
8
"
F
S
S
E
X.
T
.
F
O
(
C
o
n
n
e
c
t

E
x
.
W
a
t
e
r
)
P
R
O
P
.

8
"
9
0
°
B
E
N
D
BORE PIT
PROP. 30'x15'
PIT
RECIEVING
PROP.15'x15'
4
5
°

B
E
N
D
S
P
R
O
P
.

3
-

8
"
21+80
ML STA.
EX.T.FO
Submitted 5/6/2022
Hand Existing Existing
Temp Permanent 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)
2 10+00 to 16+30 -L- LT & RT Utility Easement 0.31
2 10+00 to 16+30-L- LT & RT Utility Poles and Guys < 0.01 **
2 10+45 to16+65 -L- LT Water Main <0.01***
3 17+25 to 22+80 -L- LT Utility Easement 0.34
3 17+75 to 21+00 -L- LT Utility Poles and Guy Wires < 0.01 **
3 21+62 to 21+91 -L- LT Water Main 0.01
3 21+62 to 21+91 -L- RT Water Main <0.01***
TOTALS*: 0.00 0.00 0.02 0.00 0.65 0.00 0.00 0.00 0.00 0.00
*Rounded totals are sum of actual impacts*
NOTES:
Revised 2016 09 09 SHEET 1 OF 3
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
*****Total excavation impacts = 164 SF + 376 SF + 77 SF + 45 SF + 39 SF = 701 SF = 0.016 acres
BRIDGE REPLACEMENT ON NC 55 OVER TRENT
CREEK
4/25/2022
PAMLICO COUNTY
NC DEPARTMENT OF TRANSPORTATION
B-4593
*** Water Main Impacts in Site 2 = 164 SF, in Site 3 = 376 SF north of NC 55 and 77 SF south of NC 55
**Utility Pole and Guy Wire Anchor Impacts = 45 SF in Site 2, 39 SF in Site 3 (2 Utility Poles fall within Buffer zones, 1 in Buffer Zone 1, 1 in Buffer Zone 2)
Submitted 5/6/2022
Re
v
i
s
e
d

Ju
l
y

19
,

20
1
9
DUKE ENERGY
AERIAL
CABLES
CENTURYLINK
AERIAL
CABLES
SPECTRUM
AERIAL
IN PLACE
CABLES ABANDONED
BURIED CENTURYLINK
IN PLACE
CATV ABANDONED
BURIED SPECTRUM
OVERHEAD GUY
DUKE ENERGY
OVERHEAD GUY
SPECTRUM
POLE
REM DUKE
POLE
NEW DUKE
POLE
NEW DUKE
POLE
NEW DUKE
DUKE POLE
REPLACE
POLE
REM DUKE
POLE
NEW DUKE
POLE
NEW DUKE
POLE
REM DUKE
POLE
REM CENTURYLINK
POLE
REM CENTURYLINK
CABLE
CENTURYLINK
NEW BURIED
P R O P . 8 " P VC W A TE R
C A S IN G (B o r e & J ac k )P R O P . 4 0 L F O F 16 "S TEE L
(Abandon)
E X. 8 " W A TE R
(Abandon)
8 " F O R C E M A IN
OPEN CUT
BORE PIT
P R O P . 3 0 ’x15 ’
P R O P . 8 " P V C F O R C E M A IN
OPEN CUT
R E C IE V ING P ITPROP. 1 5 ’x 1 5 ’
+07
+97
+97
+07
SHEET 2 OF 4
BUFFER DRAWING
UE-2/RDY-4
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
CAMAWetland
CAMAWetland CAMAWetland
CAMAWetland
REVISIO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-4593
8/17
/99
M
ATCHLIN
E -L- STA 19
+
00
.00
(SEE
SHEE
T
5)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
32
’
24
’
-L- STA. 16+22.00
BEGIN BRIDGE -L- STA. 17+82.00
END BRIDGE
-L- STA. 18+06.17
END APP. SLAB-L- STA. 15+97.83
BEGIN APP. SLAB
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
02
0202
02 F-F 12
’
12
’
4’
4’
R/W REV: REMOV
ED ROW, AD
D
ED TCE, AD
D
ED PDE ON
PARC
EL
S 1, 2, 3, AN
D
4. - FEJ 19
0
1
3
1
09
-JUL-20
1
9
11:43
jason
.patsko
ski
SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
ALLOWABLE BZ2: 1392 SF (0.03 ACRES)
ALLOWABLE BZ1: 2092 SF (0.05 ACRES)
SUMMARY
R OAD W A Y C E N TE R L I N E
min.
10
’
O P E N C U T D I R E C T I ONA L D R I LLHORIZ.
12 +0 0
15+00 19+0017+0016+00 18+0014+0013+00
11+0010+00
REVISIO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4593
8/17
/99
M
ATCHLIN
E -L- STA 19
+
00
.00
(SEE
SHEE
T
5)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
32
’
24
’
-L- STA. 16+22.00
BEGIN BRIDGE -L- STA. 17+82.00
END BRIDGE
-L- STA. 18+06.17
END APP. SLAB-L- STA. 15+97.83
BEGIN APP. SLAB
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
02
0202
02 F-F 12
’
12
’
4’
4’
R/W REV: REMOV
ED ROW, AD
D
ED TCE, AD
D
ED PDE ON
PARC
EL
S 1, 2, 3, AN
D
4. - FEJ 19
0
1
3
1
09
-JUL-20
1
9
11:43
jason
.patsko
ski
SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
L
ANOISSEFORP ANI
LORACHTRON
IKSOKSTAP .M NOSAJ
10
15
-L-
SE = RC
RO = 54’
PI Sta 11+90.14
D
L = 380.21’
T = 190.14’
R = 7,860.00’
027
00
4
02
02
0200
00 02
02
24
’
01
01 01
8 :1
8 :1
24’
+37
.80
T YPINC
27 ’
02
02
4’ PS
4’ PS
02
0212
’
12
’
-L- 11+00
BEGIN ROCK PLATING
-L- 15+98
END ROCK PLATING
-L- 18+06
BEGIN ROCK PLATING
8 :1
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE-III
TYPE-III
TYPE-III
TYPE-III
99.00 RT+02.00 -L-99.00 RT+50.00 -L-
EX R/W
43.00 RT+00.00 -L-
+25.00 -L-
EX R/W
50.00 LT
+63.00 -L-
88.00 LT
103.00 LT
+84.00 -L-
88.00 LT
103.00 LT
+00.00 -L-
88.00 LT
+80.00 -L-
88.00 LT
+44.00 -L-
(EX R/W)
63 RT
+22.00 -L-
(EX R/W)
63.00 RT
55.00 RT+91.00 -L-
EX R/W
50.00 RT+17.00 -L-
EX R/W
50.00 RT+86.00 -L-
52.00 RT+00.00 -L-
EX R/W
48.00 LT+21.00 -L-
EX R/W
46.00 LT+28.00 -L-
110 114
TRENT CR
EEK
TRENT CR
E
E
K
N C H WY 55 24 ’ B S T N C H WY 55 24 ’ B S T
N C G RI D
NA D 8 3 N A 2011
T
T
C
A R V A R V
60
.00’
E X IS T ING R /W
E X IS T ING R /W
WOOD E D
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
J OH N L . M c C O TTE R , IIIDB 35 3 P G 86 041.98’+97.5677
TYPE-III
TYPE-III
TYPE-III
TYPE-III
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o f 10 " H D P E W a t e r )D R ILL (A pp r ox . 9 6 0 L FHORIZ. D IR E C T IONA L
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI15" RCP-III 15
" RC
P-II
I

15
" RC
P-III
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
I V
IV
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Site Station Structure
No.(From/To)Size / Type
1 15+37 -L- LT to 18+09 -L- LT Utility Relocation X 2092 1392 3484
2092 1392 3484 00000
NOTES:
Revised 2018 Feb SHEET 2 OF 3
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
PAMLICO COUNTY
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
ALLOWABLE MITIGABLE
7/10/2019
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
Re
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ZONE 1
(ft2)
ZONE 2
(ft2)
1 15+37 to 18+09 -L- LT 2092 1392
2092 1392
Revised 2018 Feb SHEET 3 OF 3
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
PAMLICO COUNTY
WETLANDS IN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
7/10/2019
WETLANDS IN
BUFFERS
SITE NO. STATION (FROM/TO)
TOTAL:
Rev. Jan 2009
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