20200445 Ver 2_BR-0035 Nationwide Moore April 28 2020_20230124

BR-0035 Permit Greensheet
April 2020
Page 1 of 1
PROJECT COMMITMENTS
T.I.P. Project No BR-0035
Replacement of Bridge No. 24 over Nicks Creek
On NC 22
Moore County
W.B.S. No. 67035.1.1
COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN
No special commitments developed during project development and design.
COMMITMENTS FROM PERMITTING
No special commitments developed during permitting.
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01974 County: Moore U.S.G.S. Quad: NC-Carthage
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: North Carolina Department of Transportation
Phillip Harris
Address: 1598 Mail Service Center
Raleigh, NC 27699
Telephone Number: 919-707-6111
E-mail:[e-mail]
Size (acres) N/A Nearest Town Carthage
Nearest Waterway Little River River Basin Cape Fear
USGS HUC 03030004 Coordinates Latitude: 35.2535
Longitude: -79.4127
Location description: The project site is the existing single span bridge #24 over Nicks Creek located on NC Hwy 22, near the
town of Carthage, Moore County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.1 acre of
wetlands and 196 linear feet of stream channel (61 lf from culvert installation, 90 lf from bank stabilization, 45 lf temporary
construction access) for the replacement of bridge 24 with a three barrel 12’x9’ RCBC on new location. Mitigation is required
for this proposal.
Applicable Law(s): Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 14. Linear Transportation Projects
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 4/3/2020, and the enclosed plans BR-0035 dated 9/20/2019. 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 authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit’s expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management 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 James Lastinger at 919-554-4884 ext 32or [e-mail].
Corps Regulatory Official: _____________________________________________________Date: 04/28/2020
Expiration Date of Verification: 03/18/2022
SAW-2019-01974
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.
b. This USACE permit does not authorize you to take a threatened or endangered species, in particular, the
Northern Long-eared Bat (NLEB) (Myotis septentrionalis). In order to legally take a listed species, you must
have separate authorization under the Endangered Species Act (ESA) (e.g., a Biological Opinion (BO) under the
ESA, Section 7, with “incidental take” provisions with which you must comply). The U.S. Fish and Wildlife
Service’s (USFWS’s) Programmatic BO titled "Northern Long-eared Bat (NLEB) Programmatic Biological
Opinion for North Carolina Department of Transportation (NCDOT) Activities in Eastern North Carolina
(Divisions 1-8),” dated March 25, 2015, and adopted on May 4, 2015, contains mandatory terms and conditions
to implement the reasonable and prudent measures that are associated with “incidental take” that are specified in
the BO. Your authorization under this USACE permit is conditioned upon your compliance with all the
mandatory terms and conditions (incorporated by reference into this permit) associated with incidental take of
the BO. Failure to comply with the terms and conditions associated with incidental take of the BO, where a take
of the listed species occurs, would constitute an unauthorized take, and would also constitute non-compliance
with your USACE permit. The USFWS is the appropriate authority to determine compliance with the terms and
conditions of its BO and with the ESA.
Action ID Number: SAW-2019-01974 County: Moore
Permittee: North Carolina Department of Transportation, Phillip Harris
Project Name: NCDOT/BR-0035/Bridge 24 over Nicks Creek/NC Hwy 22/Moore County/Division 8
Date Verification Issued: 04/28/2020
Project Manager: James Lastinger
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: James Lastinger
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]

Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.

I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
_______________________________________ ______________________
Signature of Permittee Date
SAW-2019-01974
Compensatory Mitigation Responsibility Transfer Form
Permittee:North Carolina Department of Transportation, Phillip Harris Action ID:SAW 2019 01974
Project Name:NCDOT/BR 0035/Bridge 24 over Nicks Creek/NC Hwy 22/Moore County/Division 8 County:Moore
Instructions to Permittee:The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee’s responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is inreceipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
usedto provide themitigation associated with thepermit, or ifthe impacts and/or themitigation will occur in morethanone
8 digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructionsto Sponsor:The Sponsor must verifythat themitigation requirements(credits) shown below areavailable atthe
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whetheror notthey have received paymentfrom thePermittee. Once the form issigned,the Sponsor mustupdate the bank
ledger andprovidea copyofthe signed formand the updated bank ledgerto thePermittee, the USACEProjectManager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 digit HUC and Basin:03030004, Cape Fear River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm Cool Cold Riparian Riverine Riparian Non Riverine Non Riparian Coastal
61 0.1
*If more than one mitigation sponsor will be used for the permit, only include impactsto be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 digit HUC and Basin:03030004, Cape Fear River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non Riverine Non Riparian Coastal
122 .2
Mitigation Site Debited:NCDMS
(Listthenameofthebanktobedebited.Forumbrellabanks, also listthespecificsite. ForNCDMS,list NCDMS. Ifthe NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor’s Authorized Representative:
Signature of Sponsor’s Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
Construction within jurisdictional areasauthorized by the permit identified onpageone of this form can beginonly after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance.NCDOT remains fully responsible for the mitigationuntil the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee’s responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE,the Sponsor must obtain case by case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form mustbe completed and included in the USACEadministrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant’s
compensatory mitigation responsibility, dated 4/24/2020 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1.Once
signed,theSponsorshouldprovidecopiesofthisformalongwithanupdatedbankledgerto:1)thePermittee,2)theUSACE
Project Manager at the address below,and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, WakeForest, NC 27587 (email: [e-mail]).Questions regarding thisform or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager:James Lastinger
USACE Field Office:Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email:[e-mail]
04/28/2020
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil
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 tro ut
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.

T�=::::::-;:=======================================================================������������������T r � See Sheet 1 A For Index of Sheets
See Sheet 1 B For Convent!onol Symbols
TIP PROJECT
� BR-0035
TE
DI
RTII R LI
MOORE COUNTY
STATE
ST ATE PROJ. NO.
67035.1.1
67035.2.1
67035.3.1
ST A TE PROJECT REFERENCE NO.
BR-0035
F. A.PROJ. NO. SFF.F.T' TD'l"AL NO. SHIEETS
]_
DESCRIPTION
P.E.
ROW /UTIL
CONST.
V) z LOCATION: BRIDGE NO. 24 ON NC 22 OVER NICKS CREEK PERMIT DRAWING
fin
�
c... TYPE OF WORK: GRADING,DRAINAGE,PAVING AND CULVERT
WETLAND AND
VICINITY MAP
BEGIN TIP PROJECT BR-0035 -L-STA. 11 + 80.00
I ' I
C I
SITE 1
--
SURFACE WATER IMPACTS PERMIT
----------
-----------
=-1 ..... -... _,,. /I , ( ___ /, I I I ' I
BEGIN CULVERT
-L-STA. 22 + 92.67
END CULVERT
-L-STA. 23 + 31.33
�SITE 2&3
SHEET OF
'
END TIP PROJECT BR-0035 -L-STA.29+00.00
THIS PROJECT HAS NO CONTROLED-ACCESS.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD Ill.
( -, +o"J: -8+ J
GRAPHIC SCALES
100 -,-11111111 PLANS
--+;-W+50 25 0 50 100 + l)) ' �:� lli-llliiiiiii ]- .-_,,,. -8+ ,'.> 1-w<PROFILE (HORIZONTAL) i/"':1 (f1 />-Wu::v,mw 10 5 0 10 20 +fA-,r,-i-11r11 '• -F _.-* U:1 --:1
"(: +A- J
DESIGN DATA
ADT 2020 -6650
ADT 2040 -8000
K -11 %
D -60 %
T -4 % *
V -60 MPH*(TTST=1% + DUAL=3%)
FUNC CLASS =
MINOR ARTERIAL
STATEWIDE TIER
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT BR-0035
LENGTH OF STRUCTURE TIP PROJECT BR-0035
TOTAL LENGTH OF TIP PROJECT BR-0035
Prepared in the Office of: DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
-0.319 Ml 2018 STANDARD SPECIFICA110NS
-0.007 Ml
-0.326 Ml RIGHT OF WAY DATE:
AUGUST 30. 2019
TATIA L. WHITE. PE. PLS
LETTING DATE: PIOTR J. STOJDA
JULY 21, 2020 PROJECT TEAM LEAD
HYDRAUUCS ENGINEER
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
P.E. j -iii-=Z PROFILE (VERTICAL) SIGNATURE: +-til-�==::::....:::==========..:::=========::..:::========================::::...::::=================::::..:::::::::::::::::::::::::::::::::::=========:::..:::==========�
1 11
Submitted 4/3/2020
NA
D
8
3 /
NA
2
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1
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4BR-0035
$
$
$
$
$
$
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T
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$
$
$
$
$
$
$
$
$
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$
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$
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$
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$
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$
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$
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$
$
8
/
1
7
/
9
9
WETLAND
DENOTES FILL INFF
SITE 1
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0'100'100'
1
0
1
5
2
0
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
REMOVE
15" RCP-IV
18" RCP-III
2
4
"
RC
P-
I
V
REMOVE
15" RCP-III
21 SY GEOTEXTILE
8 TONS
CL B RIP RAP
7 SY GEOTEXTILE
2 TONS
CL B RIP RAP
SEE DETAIL A
TOE PROTECTION
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
2
4
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C
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COULD NOT ACCESS
LIFT STATION
BST
GR
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15" RCP
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INV=349.17'
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SEVIER BEATTY
HARVEST CHURCH OF GOD
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TOWN OF CARTHAGE
WIFE, AMANDA L. VAN DE RIET
CHRISTOPHER T. VAN DE RIET AND
TOWN OF SOUTHERN PINES
WOODED WOODED
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HARVEST CHURCH OF GOD
NC 22 - 26' BST
NC 22 - 26' BST
F
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Submitted 4/3/2020
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4BR-0035
$
$
$
$
$
$
S
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$
$
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$
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9
WETLAND
DENOTES FILL INFF
SITE 1
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0'100'100'
1
0
1
5
2
0
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
REMOVE
15" RCP-IV
18" RCP-III
2
4
"
RC
P-
I
V
REMOVE
15" RCP-III
21 SY GEOTEXTILE
8 TONS
CL B RIP RAP
7 SY GEOTEXTILE
2 TONS
CL B RIP RAP
SEE DETAIL A
TOE PROTECTION
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
310.0
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1
35
1.87
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9
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COULD NOT ACCESS
LIFT STATION
BST
GR
G
R
GR
GR
15" RCP
-
E
Y
1-
1
2
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P
I
P
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12
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P
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2
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P
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(
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A
N
N
O
T
D
E
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MI
N
E
T
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)
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0
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0
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S
TO SR 1843
HH
52
84
32
9
.94
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T
T
EOI
T
T
INV=351.24'
INV=349.17'
3
0
"

R
C
P
W
WIFE, MIRIAM CHU
HUEY WILLY CHU AND
SEVIER BEATTY
HARVEST CHURCH OF GOD
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
TOWN OF CARTHAGE
TOWN OF CARTHAGE
WIFE, AMANDA L. VAN DE RIET
CHRISTOPHER T. VAN DE RIET AND
TOWN OF SOUTHERN PINES
WOODED WOODED
WOODED
HARVEST CHURCH OF GOD
NC 22 - 26' BST
NC 22 - 26' BST
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
F
F
F
3 11
Submitted 4/3/2020
NAD
8
3 /
NA
2
0
1
1
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
1
+
0
0
.
0
0

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E
E

S
H
E
E
T

5
WETLAND
DENOTES FILL INFF
SITE 1
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
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$
$
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$
$
$
$
$
$
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$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
GRAPHIC SCALE
0'100'100'
SHEET __ OF __
PERMIT DRAWING
1
5
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
REMOVE
15" RCP-IV
18" RCP-III
2
4
"

RC
P
-
I
V
REMOVE
15" RCP-III
7 SY GEOTEXTILE
2 TONS
CL B RIP RAP
SEE DETAIL A
TOE PROTECTION
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
2
4
" R
C
P
F
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R
D
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32
2
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B
L
-10
2
COULD NOT ACCESS
LIFT STATION
BST
G
R
G
R
GR
GR
15" RCP
-
E
Y
1-
NC 22 - 26' BST
1
2
"
P
I
P
E
12
"

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I
P
E
1
2
"
P
I
P
E
(
C
A
N
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D
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T
E
R
MI
N
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)
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0.
0
0'
S
HH
52
8
4
32
9
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T
T
T
EOI
W
WIFE, MIRIAM CHU
HUEY WILLY CHU AND
WOODED
WOODED
WOODED
WOODED
TOWN OF CARTHAGE
TOWN OF CARTHAGE
WIFE, AMANDA L. VAN DE RIET
CHRISTOPHER T. VAN DE RIET AND
TOWN OF SOUTHERN PINES
WOODED WOODED
WOODED
HARVEST CHURCH OF GOD
NC 22 - 26' BST
F
F
F
F
F
F
C
C
C
C
C
C
C
C
F
F
4 11
Submitted 4/3/2020
NAD
8
3 /
NA
2
0
1
1
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
1
+
0
0
.
0
0

S
E
E

S
H
E
E
T

4
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5BR-0035
$
$
$
$
$
$
S
Y
S
T
IM
E
$
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$
$
$
$
$
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G
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$
$
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$
$
$
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$
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$
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N
A
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E
$
$
$
$
8
/
1
7
/
9
9
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0'100'100'
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 3
SITE 2
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
2
5
3
0
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
A
T-
1
TL
-3
G
R
EU
TL-3
GREU
TL-3
GREU
15
"
RCP
N
IC
K
S

C
R
E
E
K

L
N
I
SF
D
WOODED
CONTROL
BOX G
R
N
IC
K
S

C
R
E
E
K
NI
CKS
CREE
K
GR
NC 22 - 26' BST
MTL
MTL
6
0
.0
0
'
EXI
STI
NG
R/
W
EXI
STI
NG
R/
W
T
O
S
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1838
PUMP
STATION
RAW
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H
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WATER VAULTS
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WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
BM1
N
C
22
-
26'
B
ST
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
REMOVE
REMOVE
24
" RC
P-I
V
2
4
" RC
P
-IV
SEE
DETA
IL
A
TOE
PROTECT
ION
SEE DETAIL A
TOE PROTECTION
14 SY GEOTEXTILE
5 TONS
CL B RIP RAP
14 SY GEOTEXTILE
5 TONS
CL B RIP RAP
GRADE TO DRAIN
INLET/OUTLET CHANNEL DETAILS
INLET CHANNEL
OUTLET CHANNEL
EXCAVATION AT EXISTING BRIDGE
36'
EXISTING CL
(NOT TO SCALE)
2:12:
1
2:12:
1
2:1
DENOTES EXCAVATION
2:
1
FLOW
EST 40 SY
ON BENCH
COIR MAT
EST 10 TONS
CLASS II RIP RAP
EST 35 SY
ON BENCH
COIR MAT
EST 10 TONS
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
EST EXCAVATION 470 CY
EST 135 GEOTEXTILE
EST 135 TONS
CLASS II RIP RAP
EST EXCAVATION 250 CY
EST 95 SY GEOTEXTILE
EST 95 TONS
2' THICK (TYP)
CLASS II RIP RAP
3' MIN INTO RCBC
1' SILL INSET
3' MIN INTO RCBC
1' SILL INSET
3' MIN INTO RCBC
2' SILL INSET
3' MIN INTO RCBC
2' SILL INSET
(NOT TO SCALE)
FROM STA. 23+35 TO STA. 24+20 -L- RT
FROM STA. 21+00 TO STA. 22+80 -L- RT
Fill Slope3:1 or Flatter
b=3.0 Ft.
d=1.0 Ft.
Type of Liner= B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
w/SILLS
3 @ 12'x9' RCBC
SEE CHANNEL DETAIL
CLASS II RIP RAP
SEE CHANNEL DETAIL
CLASS II RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
Flatter3:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 24+90 TO STA. 27+00 -L- LT
FROM STA. 23+35 TO STA. 24+10 -L- LT
DETAIL B
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
GRADE TO DRAIN
DRAIN
GRADE TO
SEE DETAIL B
DITCH
SPECIAL CUT
EST 80 TONS CLASS B RIP RAP
EST 75 SY COIR MAT
EST 720 CY EXCAVATION
EST 230 SY GEOTEXTILE
EST 250 TONS CLASS II RIP RAP
TOTAL QUANTITIES:
BARREL (1) WITH CLASS B RIP RAP.
NATIVE BED MATERIAL. BACKFILL HIGH FLOW
BACKFILL LOW FLOW BARRELS (2) WITH
NOTE:
EST 40 YDS GEOTEXTILE
EST 20 TONS
CLASS A RIP RAP
ARMOR DITCH w/
DRAIN
GRADE TO
F
F
F
F
F
F
C
C
C
C
F
F
C
F
Submitted 4/3/2020
NAD
8
3 /
NA
2
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5BR-0035
$
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8
/
1
7
/
9
9
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0'100'100'
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 3
SITE 2
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
2
5
3
0
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
A
T-
1
TL
-3
G
R
EU
TL-3
GREU
TL-3
GREU
15
"
RCP
N
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C
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L
N
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D
WOODED
CONTROL
BOX G
R
N
IC
K
S

C
R
E
E
K
NI
CKS
CREE
K
GR
NC 22 - 26' BST
MTL
MTL
6
0
.0
0
'
EXI
STI
NG
R/
W
EXI
STI
NG
R/
W
T
O
S
R
1838
PUMP
STATION
RAW
WATER
H
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W
TT
WATER VAULTS
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o
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WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
BM1
N
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22
-
26'
B
ST
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
REMOVE
REMOVE
24
" RC
P-I
V
2
4
" RC
P
-IV
SEE
DETA
IL
A
TOE
PROTECT
ION
SEE DETAIL A
TOE PROTECTION
14 SY GEOTEXTILE
5 TONS
CL B RIP RAP
14 SY GEOTEXTILE
5 TONS
CL B RIP RAP
GRADE TO DRAIN
INLET/OUTLET CHANNEL DETAILS
INLET CHANNEL
OUTLET CHANNEL
EXCAVATION AT EXISTING BRIDGE
36'
EXISTING CL
(NOT TO SCALE)
2:12:
1
2:12:
1
2:1
DENOTES EXCAVATION
2:
1
FLOW
EST 40 SY
ON BENCH
COIR MAT
EST 10 TONS
CLASS II RIP RAP
EST 35 SY
ON BENCH
COIR MAT
EST 10 TONS
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
EST EXCAVATION 470 CY
EST 135 GEOTEXTILE
EST 135 TONS
CLASS II RIP RAP
EST EXCAVATION 250 CY
EST 95 SY GEOTEXTILE
EST 95 TONS
2' THICK (TYP)
CLASS II RIP RAP
3' MIN INTO RCBC
1' SILL INSET
3' MIN INTO RCBC
1' SILL INSET
3' MIN INTO RCBC
2' SILL INSET
3' MIN INTO RCBC
2' SILL INSET
(NOT TO SCALE)
FROM STA. 23+35 TO STA. 24+20 -L- RT
FROM STA. 21+00 TO STA. 22+80 -L- RT
Fill Slope3:1 or Flatter
b=3.0 Ft.
d=1.0 Ft.
Type of Liner= B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
w/SILLS
3 @ 12'x9' RCBC
SEE CHANNEL DETAIL
CLASS II RIP RAP
SEE CHANNEL DETAIL
CLASS II RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
Flatter3:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 24+90 TO STA. 27+00 -L- LT
FROM STA. 23+35 TO STA. 24+10 -L- LT
DETAIL B
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
GRADE TO DRAIN
DRAIN
GRADE TO
SEE DETAIL B
DITCH
SPECIAL CUT
EST 80 TONS CLASS B RIP RAP
EST 75 SY COIR MAT
EST 720 CY EXCAVATION
EST 230 SY GEOTEXTILE
EST 250 TONS CLASS II RIP RAP
TOTAL QUANTITIES:
BARREL (1) WITH CLASS B RIP RAP.
NATIVE BED MATERIAL. BACKFILL HIGH FLOW
BACKFILL LOW FLOW BARRELS (2) WITH
NOTE:
EST 40 YDS GEOTEXTILE
EST 20 TONS
CLASS A RIP RAP
ARMOR DITCH w/
DRAIN
GRADE TO
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13:
1
3:1 0.060
0.060
313.06
3:
1
3:
1
3:1 0.060
0.060
313.93
3:
1
0.060
0.060
-
D
R
3
-

T
I
E
3:
1
3:
1
3:1 0.060
0.060
315.57
9 11
Submitted 4/3/2020
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
330 330
340 340
350 350
320 320
16+50.00
330 330
340 340
320 320
17+00.00
330 330
340 340
320 32017+50.00
320 320
330 330
340 340
18+00.00
320 320
330 330
340 340
18+50.00
320 320
330 330
340 340
310 31019+00.00
X-4BR-0035
-L-
5 10
WETLAND (STA. 18+75 +/-)
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
SHEET __ OF __
PERMIT DRAWING
3:1 3:1
4
:
1
0.060
0.060
334.84
3:1 3:1
4
:
1
0.060
0.060
332.52
3:1 0.060
0.060
-
D
R
2
-

T
I
E
3:
1
3:1
0.060
0.060
3:
1
3:1
0.060
0.060
3:
1
3:1
0.060
0.060
10 11
Submitted 4/3/2020
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 18+75 -L-Fill 0.050
2*21+75 -L-Fill 0.030 0.010
2 22+55 -L-Fill 0.010
3 23+12 -L-3@12'X9' RCBC 0.040 61
3 23+12 -L- Rt/Lt Bank Stabilization 0.043 0.021 90 45
TOTALS*:0.09 0.00 0.00 0.01 0.00 0.08 0.02 151 45 0
Revised 2018 Feb SHEET OF
67035.1.1
March 2020
MOORE COUNTY
NC DEPARTMENT OF TRANSPORTATION
BR-0035
Rounded totals are sum of actual impacts
NOTES:
*Total take of would be an additional 0.01ac
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
Submitted 4/3/2020