20190188 Ver 2_Re-Issuance_Renewal Request_20201130

U.S. ARMY CORPS OF ENGINEERS
WiLMiNGTON DISTRICT
Action id. SAW-2014-01728 County: Johnston County U.S.G.S. Quad: Powhatan
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Chad Coggins
NCDOT/Division 4 Environmental Officer
Address: PO Box 3165
Wilson NC,27895
Telephone Number: 252.717.8699
Size(acres) N/A Nearest Town Clayton
Nearest Waterway Poplar Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.578. Longitude:-78.364
Location description: US 70 from US 70 Business east of Clayton,to Turnage Road northwest of Selma,N US 70 from US 70
Business east of Clayton,to Turnage Road northwest of Selma,NC.
Description of projects area and activity: TiP W-5600; Highway improvements impacting 5.92 acres of wetlands,2,558 linear
feet of tributaries,and 0.22 acre of open water ponds.
Applicable Law: ® Section 404(Clean Water Act,33 USC 1344); ❑ Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number: 31
SEE ATTACHED RGP 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 February 12,2019.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.
Special condition(s),if required
1.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.
2. 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.
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.

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 Eric Alsmeyer at(919)554-4884 X 23 or Eric.C.Alsmeyer(a�usace.army.mil.
MATTHEWS.MONT Digitally signed by
MATTHEWS.MONTE.K.1284867633
DN:c=US,o=U.S.Government,ou=DoD,ou=PKI,
E.1�(\.12 84 8 6 7 6 3 3 ou=USA,Date:2019.02.19 14:38:54HE.K.1284867633M-05 00
Corps Regulatory Official:
Date: February 15,2019
Expiration Date of Verification:
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/cmapex/f?p=136:4:0.
Copy furnished(by email):NC-DMS

Action ID Number: SAW-2014-01728 County: Johnston County
Permittee: Chad Coggins
NCDOT/Division 4 Environmental Officer
Project Name: NCDOT W-5600 US 70 SR 2565 SR 1915 Reedy Branch Little Poplar Creek
Date Verification Issued: February 19, 2019
Project Manager: Eric Alsmeyer
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: Eric Alsmeyer
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
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 1
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

DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
69 Darlington Avenue
Wilmington,North Carolina 28403-1343
April30, 2015
Regional General Permit No. 198200031
Name of Permittee: North Carolina Department of Transportation
Effective Date: April 30.2015
Expiration Date: April 30,2020
DEPARTMENT OF THE ARMY
REGIONAL GENERAL PERMIT
A regional general permit (RGP)to perfoitn work in or affecting navigable waters of the United
States and waters of the United States,upon recommendation of the Chief of Engineers,pursuant
to Section 10 of the Rivers and Harbors Act of March 3, 1899 (33 U.S.C. 403), and Section 404
of the Clean Water Act(33 U.S.C. 1344), is hereby modified and re-issued by authority of the
Secretary of the Anny by the
District Commander
U.S. Army Engineer District, Wilmington
Corps of Engineers
69 Darlington Avenue
Wilmington,North Carolina 28403-1343
TO AUTHORIZE THE DISCHARGE OF DREDGED OR FILL MATERIAL IN
WATERS OF THE UNITED STATES (U.S.),INCLUDING WETLANDS,ASSOCIATED
WITH MAINTENANCE,REPAIR,AND CONSTRUCTION PROJECTS CONDUCTED
BY THE VARIOUS DIVISIONS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION(NCDOT)INCLUDING THE NCDOT DIVISION OF
HIGHWAYS,RAIL,BICYCLE/PEDESTRIAN,ECT.
Activities authorized are:
a. Construction, maintenance, and repair of bridges,to include work on the approaches, where
permanent impacts resulting in a loss of waters of the U.S. will be less than or equal to 500 linear
feet(lf) of stream and/or one (1) acre of wetland/non-tidal open water for each single and complete
linear project.
b. Best-fit wideningprojects that have undergone interagency review and completed the
g g Y P
current interagency Merger Process, which merges the requirements of the National Environmental
Policy Act(NEPA)with those found within Section 404 of the Clean Water Act (CWA).
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While there is no impact threshold for these widening projects,the Corps has the discretion to
require an individual permit if it determines that the proposed impacts will have more than a
minimal impact on the aquatic environment or on other environmental factors, or if the project
would noiivally require an Environmental Impact Statement(EIS)under current Federal Highway
Administration(FHWA) guidelines. Best-fit projects may include a small amount of new location
roadway for components such as interchanges or intersections,provided the new location portion
has been concurred upon by the merger team.
c. Minor widening projects, such as paving and/or widening secondary roads, or interchange
improvements, when permanent impacts which result in a loss of waters of the U.S. from
installation and/or extension of culverts and/or pipes will be less than or equal to 500 if of stream
and/or one (1) acre of wetland/non-tidal open water for each single and complete linear project .
d. Stream relocation(s) associated with projects identified in a-c above. Stream relocation
lengths are to be evaluated independently and are not included within each respective maximum
limit threshold for the authorized actions stated above.
Single and complete linear project: A linear project is a project constructed for the purpose of
getting people, goods, or services from a point of origin to a terminal point,which often involves
multiple crossings of one or more waterbodies at separate and distant locations. The term"single
and complete project" is defined as that portion of the total linear project proposed or
accomplished by one owner/developer or partnership or other association of owners/developers
that includes all crossings of a single water of the U.S. (i.e., a single waterbody) at a specific
location. For linear projects crossing a single or multiple waterbodies several times at separate
and distant locations, each crossing is considered a single and complete project for purposes of
this RGP. However, individual channels in a braided stream or river, or individual aims of a
large, irregularly shaped wetland or lake, etc., are not separate waterbodies, and crossings of
such features cannot be considered separately.
Generally, off-site detours are preferred to avoid and minimize impacts to the human and natural
environment. However, if an off-site detour is considered impracticable,then an on-site detour
may be considered as a necessary component of the actions described above. Impacts from the
detour may be considered temporary and may not require compensatory mitigation if the
impacted area is restored to its pre-project condition after construction is complete. If the
construction of a detour(on-site or off-site) includes standard undercutting methods,removal of
all material and backfilling with suitable material is required.
1. Special Conditions.
a. The applicant must submit a pre-construction notification(PCN)with specified
attachments to the District Engineer and receive written verification from the Corps that the
proposed work complies with this RGP prior to commencing any activity authorized by this
RGP.
b. If the project will not impact a designated"Area of Environmental Concern" (AEC)
in the twenty(20) counties of North Carolina covered by the North Carolina Coastal Area
Management Act(CAMA),then a consistency submission is not required. If the project will
impact a designated AEC and meets the definition of"development",then the applicant must
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obtain the required CAMA permit. Development activities may not commence until a copy of
the approved CAMA permit is furnished to the appropriate Wilmington District Regulatory Field
Office (Wilmington Field Office—69 Darlington Avenue, Wilmington,NC 28403 or
Washington Field Office—2407 West 5th Street,Washington,NC 27889).
The twenty (20) CAMA counties in North Carolina include Beaufort, Bertie, Brunswick, Camden,
Carteret, Chowan, Craven, Currituck, Dare, Gates, Hertford, Hyde,New Hanover, Onslow,
Pamlico, Pasquotank, Pender, Perquimans, Tyrrell, and Washington.
c. Discharges into Waters of the U.S. designated by either the North Carolina Division
of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission(NCWRC)
as anadromous fish spawning areas are prohibited during the period between February 1 and June
30, without prior written approval from NCDMF,NCWRC,National Marine Fisheries Service
(NMFS), and the Corps. Discharges into waters of the U.S. designated by NCDMF as primary
nursery areas and discharges into waters of the U.S. designated by NCWRC as primary nursery
areas in inland waters shall be coordinated with NCDCM(per existing agreement with NCDMF)
and NCWRC prior to being authorized by this RGP. Coordination with NCDCM and NCWRC
may result in a required construction moratorium during periods of significant biological
productivity or critical life stages.
The applicant should contact:
NC Division of Marine Fisheries North Carolina Wildlife Resources Commission
3441 Arendell Street Habitat Conservation Program Manager
Morehead City,NC 28557 1721 Mail Service Center
Telephone [phone] Raleigh,NC 27699-1721
or 800-682-2632 Telephone[phone]
d. This permit does not authorize the use of culverts in areas designated as anadromous
fish spawning areas by the NCDMF or the NCWRC.
e. Waters of the U.S. designated as sturgeon spawning areas are excluded during the
period between February 1 and June 30, without prior written approval from NMFS.
f. If the project is located within the twenty(20) counties of North Carolina designated as
coastal counties by CAMA,then all pipe and culvert inverts will be buried at least one foot
below normal bed elevation when they are placed within the Public Trust AEC and/or the
Estuarine Waters AEC as designated by CAMA. If the project is not located within the twenty
(20) counties of North Carolina designated as coastal counties by CAMA,then culvert inverts
will be buried at least one foot below the bed of the stream for culverts greater than 48 inches in
diameter. Culverts 48 inches in diameter or less shall be buried or placed on the stream bed as
practicable and appropriate to maintain aquatic passage, and every effort shall be made to
maintain the existing channel slope. The potential for destabilization of the channel and head
cutting upstream should be considered in the placement of the culvert. A waiver from the depth
specifications in this condition may be requested in writing. The waiver will only be issued if it
can be demonstrated that the impacts of complying with this condition would result in more
adverse impacts to the aquatic environment. Culverts placed in wetlands do not have to be buried.
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g. No work shall be authorized by this RGP within the twenty coastal counties, as defined
by the NCDCM,without prior consultation with NOAA Fisheries. For each activity reviewed by
the Corps where it is determined that the activity may affect Essential Fish Habitat (EFH) for
federally managed species, an EFH Assessment shall be prepared by the applicant and
forwarded to the Corps and NOAA Fisheries for review and comment prior to authorization of
work.
h. Discharges of dredged or fill material into waters of the U.S., including wetlands,must
be minimized or avoided to the maximum extent practicable.
i. No activity may result in substantial permanent disruption of the movement of those
species of aquatic life indigenous to the waterbody, including those species that normally migrate
through the area. The dimension,pattern, and profile of the stream above and below a pipe or
culvert should not be modified by widening the stream channel or by reducing the depth of the
stream in connection with the construction activity. It is acceptable to use rock vanes at culvert
outlets to ensure, enhance, or maintain aquatic passage. Pre-foiined scour holes are acceptable
when designed for velocity reduction. The width,height, and gradient of a proposed opening
should be such as to pass the average historical low flow and spring flow without adversely
altering flow velocity. Spring flow should be determined from gauge data, if available. In the
absence of such data,bankfull flow can be used as a comparable level. Where adjacent floodplain
is available, flows exceeding bank-full should be accommodated by installing culverts at the
floodplain elevation, if practicable. If multiple culverts are used,the construction of floodplain
benches and/or sills to maintain base flow is required, if practicable.
j. Upon completion of any work authorized by this RGP, all temporary fills (to include
culverts, etc.)will be completely removed from waters of the U.S. and the areas will be restored
to preconstruction conditions,to include pre-project elevations and contours,restoring natural
hydrology and stream corridors, and reestablishing native vegetation/riparian corridors. This
work will be completed within 60 days of completion of project construction. If this timeframe
occurs while a required moratorium of this peiinit is in effect,the temporary fill shall be
removed in its entirety within 60 days of the moratorium end date. If vegetation cannot be
planted due to the time of the year, all disturbed areas will be seeded with a native mix
appropriate for the impacted area, and vegetation will be planted in the fall. A native seed mix
may contain non-invasive small grain annuals (e.g. millet and rye grain)to ensure adequate cover
while native vegetation becomes established. The PCN must include a restoration plan showing
how all temporary fills and structures will be removed and how the area will be restored to pre-
project conditions.
k. All activities authorized by this RGP shall,to the extent practicable, be conducted "in
the dry", with barriers installed between work areas and aquatic habitat to protect that habitat
from sediment, concrete, and other pollutants. Where concrete is utilized,measures will be taken
to prevent live or fresh concrete, including bags of uncured concrete, from coming into contact
with waters of the U.S. until the concrete has cured/hardened. All water in the work area that has
been in contact with concrete shall only be returned to waters of the U.S. when it no longer poses
a threat to aquatic organisms (concrete is set and cured).
1. In cases where new alignment approaches are to be constructed and the existing
approach fill in waters of the U.S. is to be abandoned and no longer maintained as a roadway,the
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abandoned fill shall be removed and the area will be restored to preexisting wetland/stream
conditions and elevations,to include restoring natural hydrology and stream corridors, and
reestablishing native vegetation/riparian corridors,to the extent practicable. This activity may
qualify as compensatory mitigation credit for the project and will be assessed on a case-by-case
basis in accordance with Special Conditions "q" and"r"below. A restoration plan detailing this
activity will be required with the submittal of the PCN.
m. 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 and stoitn water management activities, 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. 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).
n. The project must be implemented and/or conducted so that all reasonable and
practicable measures to ensure that equipment, structures, fill pads, and work associated with the
project do not adversely affect upstream and/or downstream reaches. Adverse effects include, but
are not limited to, channel instability, flooding, and/or shoreline/streambank erosion. During
construction, the pettnittee shall routinely monitor for these effects, cease all work if/when
detected,take initial corrective measures to correct actively eroding areas, and notify the Corps
immediately. Permanent corrective measures may require additional authorization from the
Corps.
o. All PCNs will describe sedimentation and erosion control structures and measures
proposed for placement in waters of the U.S. To the extent practicable, structures and measures
should be depicted on maps, surveys or drawings showing location and impacts to jurisdictional
wetlands and streams. In addition, appropriate soil and erosion control measures must be
established and maintained during construction. All fills,temporary and permanent,must be
adequately stabilized at the earliest practicable date to prevent erosion of fill material into
adjacent waters or wetlands.
p. Before discharging dredged or fill material into waters of the U.S. in the twenty-five
(25)mountain counties of North Carolina,the applicant will submit a PCN to the NCWRC and
the Corps concurrently. The PCN shall summarize alternatives to conducting work in mountain
trout waters considered during the planning process, detail why alternatives were or were not
selected, and contain a compensatory mitigation plan for all unavoidable adverse impacts to
mountain trout waters. For proposals where a bridge is replaced with a culvert,the PCN must
also include details of any on-site evaluations that were conducted to determine that installation
of a culvert will not adversely affect passage of fish or other aquatic biota at the project site. This
information must include factors such as the proposed slope of the culvert and determinations of
how the slope will be expected to allow or impede passage, the necessity of baffles and/or sills to
ensure passage, design considerations to ensure that expected baseflow will be maintained for
passage and that post-construction velocities will not prevent passage, site conditions that will or
will not allow proper burial of the culvert, existing structures (e.g., perched culverts, waterfalls,
etc.) and/or stream patterns up and downstream of the culvert site that could affect passage and
bank stability, and any other considerations regarding passage. The level of detail for this
information should be based on site conditions (i.e., culverts on a slope over 3%will most likely
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require more information than culverts on a slope that is less than 1%, etc.). Also, in order to
evaluate potential impacts, describe bedforms that will be impacted by the proposed culvert—
e.g., pools, glides,riffles, etc. The NCWRC will respond both to the proponent and directly to the
Corps.
The twenty-five (25) designated trout counties of North Carolina include Alleghany, Caldwell,
Watauga, Ashe, Mitchell, Wilkes, Avery, Burke, Stokes, Surry, Buncombe,Henderson,Polk,
Cherokee, Jackson,Rutherford, Clay,Macon, Swain, Graham, Madison, Transylvania,
Haywood, McDowell, and Yancey.
The applicant may contact NCWRC at:
North Carolina Wildlife Resources
Commission
Ms. Marla Chambers
Western NCDOT Permit Coordinator
206 Charter Street
Albemarle,NC 28001
Office: 704-982-9181
q. Compensatory mitigation will be required for permanent impacts resulting in a loss of
waters of the U.S., including wetlands, from culverts/pipes and associated fill. Mitigation will
also be required for stream relocation projects. The applicant will attach a proposed mitigation
plan to the PCN. Mitigation proposals will be in accordance with currently approved
Wilmington District and/or Corps-wide mitigation regulations and guidance. The Corps Project
Manager will make the fmal determination concerning the appropriate amount and type of
mitigation.
r. Stream relocation(s) associated with projects may be authorized under this RGP. As
stated above,mitigation will be required for all relocation projects. If the stream relocation is
conducted in accordance with the requirements stated below in 1-5, the relocated segment of
stream may* be considered toward reducing the amount of compensatory mitigation required. A
relocation plan must be submitted with the PCN that addresses all factors required within the
current Wilmington District, Corps of Engineers Stream Mitigation Guidelines, which can
include,but may not be limited to:
(1) The relocated stream has pattern, profile, and dimension based on natural
channel design. If natural channel design construction is not possible due to site constraints,the
relocated stream must have pattern,profile, and dimension similar to, or better than,the existing
stream.Note that site constraints do not include those situations where NCDOT chooses not to
acquire additional adjacent property that is available for purchase.
(2) The new stream meets the current buffer requirements as stated in current
District stream mitigation guidance. If the required buffer widths cannot be obtained, a project-
by-project decision will be completed to deteiiuine if additional compensatory mitigation is
required.
(3) The new location allows the relocated stream to remain stable (e.g., in a
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valley vs. on a slope,no bends that will impact stability, etc.).
(4) There is no loss of channel for any reason(e.g., old channel is 200' and new
channel is 150'= 50' channel loss;part of the new channel is put in a culvert; the new channel
(sides and bottom) is hardened with concrete, rip rap, etc.).
(5) The Corps will determine if monitoring and reporting will be required for a
specific project and the parameters of any required monitoring and reporting. If monitoring is
required, a monitoring plan must be included with the PCN and meet current requirements.
All relocation plans must clearly depict both the existing channel and the proposed(relocated)
channel.
* Conducting stream relocation(s) in accordance with 1-5 above may not fully compensate for
the impact and may require additional compensatory mitigation. The Corps Project Manager
will determine if the proposed amount of mitigation is adequate on a project-by-project basis.
If stream relocation cannot be conducted in accordance with 1-5 above, mitigation at a 2:1 ratio
will typically be required unless: (1)the applicant provides a Stream Quality Assessment
Worksheet or NCSAM documentation(when available)that supports a different mitigation
ratio; (2)the Corps Project Manager determines that the relocated stream, while not in full
compliance with 1-5 above, warrants partial mitigation, or; (3)the Corps determines that the
existing stream is an excellent quality stream, in which case a 3:1 mitigation ratio may be
required. The Corps Project Manager will make the final determination concerning the
appropriate amount and type of mitigation.
If the Corps determines that the proposed stream relocation is of such a magnitude that it cannot
be authorized by this RGP, an Individual Peitnit will be required.
s. The applicant shall sign and return the compliance certificate that is attached to the
RGP verification letter.
t. In the event that any Federal agency maintains an objection or any required State
authorization is outstanding,no notice to proceed will be given until objections are resolved and
State authorizations are issued.
u. The Corps may place additional special conditions, limitations, or restrictions on any
verification of the use of RGP 31 on a project-by-project basis.
2. General Conditions.
a. Except as authorized by this RGP or any Corps approved modification to this RGP,no
excavation, fill or mechanized land-clearing activities shall take place within waters or wetlands,
at any time in the construction or maintenance of this project. 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.
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b. Authorization under this RGP does not obviate the need to obtain other federal, state,
or local authorizations.
c. All work authorized by this RGP must comply with the terms and conditions of the
applicable CWA Section 401 Water Quality Certification for this RGP issued by the NCDWR.
d. 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).
e. The activities authorized by this RGP must not interfere with the public's right to free
navigation on all navigable waters of the U.S. No attempt will be made by the permittee to
prevent the full and free use by the public of all navigable waters at or adjacent to the authorized
work for a reason other than safety.
f. The permittee understands and agrees that,if future operations by the U.S. 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 U.S. No claim shall be made against
the U.S. on account of any such removal or alteration.
g. The peititittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the U.S. and in such time and
manner as the Secretary of the Army or his authorized representative may direct,restore the
affected water of the U.S. to its former conditions.
h. The permittee will allow the Wilmington District Engineer or his representative to
inspect the authorized activity at any time deemed necessary to assure that the activity is being
perfotlued or maintained in strict accordance with the Special and General Conditions of this
permit.
i. This RGP does not grant any property rights or exclusive privileges.
j. This permit does not authorize any injury to the property or rights of others.
k. This RGP does not authorize the interference with any existing or proposed federal
project.
1. In issuing this permit,the Federal Government does not assume any liability for the
following:
(1) Damages to the permitted project or uses thereof as a result of other permitted
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or unpermitted activities or from natural causes.
(2) Damages to the permitted project or uses thereof as a result of current or
future activities undertaken by or on behalf of the U.S. in the public interest.
(3) Damages to persons, property, or to other peinuitted or unpermitted activities
or structures caused by the activity authorized by this permit.
(4) Design or construction deficiencies associated with the permitted work.
(5) Damage claims associated with any future modification, suspension, or
revocation of this permit.
m. Authorization provided by this RGP may be modified, suspended or revoked in whole
or in part if the Wilmington District Engineer, acting for the Secretary of the Army, determines
that such action is in the best public interest. The term of this RGP shall be five (5) years unless
subject to modification, suspension or revocation. Any modification, suspension or revocation of
this authorization will not be the basis for any claim for damages against the U.S. Government.
n. This RGP does not authorize any activity, which the District Engineer determines,
after any necessary investigations, will adversely affect:
(1) Rivers named in Section 3 of the Wild and Scenic Rivers Act(15 U.S.C.
1273),those proposed for inclusion as provided by Sections 4 and 5 of the Act, and wild, scenic
and recreational rivers established by state and local entities.
(2) Sites included in or determined eligible for listing in the National Registry of
Natural Landmarks.
(3)NOAA designated marine sanctuaries,National Estuarine Research Reserves,
and coral reefs.
(4) Submerged Aquatic Vegetation(SAV) as defined by the N.C. Division of
Marine Fisheries at 15A NCAC 03I .0101(4)(i)).
o. Endangered Species.
(1)No activity is authorized under this RGP which is likely to directly or indirectly
jeopardize the continued existence of a threatened or endangered species or a species proposed for
such designation, as identified under the Federal Endangered Species Act (ESA), or which will
directly or indirectly destroy or adversely modify the critical habitat of such species.No activity is
authorized under this RGP which"may affect" a listed species or critical habitat,unless Section 7
consultation addressing the effects of the proposed activity has been completed.
(2)Federal agencies should follow their own procedures for complying with the
requirements of the ESA. Federal perruittees (and when FHWA is the lead federal agency) must
provide the district engineer with the appropriate documentation to demonstrate compliance with
9

those requirements. The district engineer will review the documentation and determine whether
it is sufficient to address ESA compliance for the RGP activity, or whether additional ESA
consultation is necessary.
(3)Non-federal permittees must submit a PCN to the district engineer if any
listed species or designated critical habitat might be affected or is in the vicinity of the project, or
if the project is located in designated critical habitat, and shall not begin work on the activity
until notified by the district engineer that the requirements of the ESA have been satisfied and
that the activity is authorized. For activities that might affect federally-listed endangered or
threatened species or designated critical habitat, the PCN must include the name(s) of the
endangered or threatened species that might be affected by the proposed work or that utilize the
designated critical habitat that might be affected by the proposed work. The district engineer will
determine whether the proposed activity"may affect" or will have"no effect"to listed species
and designated critical habitat and will notify the non-federal applicant of the Corps'
determination within 45 days of receipt of a complete PCN notification. In cases where the non-
federal applicant has identified listed species or critical habitat that might be affected or is in the
vicinity of the project, and has so notified the Corps,the applicant shall not begin work until the
Corps has provided notification that the proposed activities will have "no effect" on listed
species or critical habitat, or until Section 7 consultation has been completed. If the non-federal
applicant has not heard back from the Corps within 45 days, the applicant must still wait for
notification from the Corps.
(4)As a result of foitiial or informal consultation with the U.S. Fish and
Wildlife Service(USFWS) or NMFS, the district engineer may add species-specific
endangered species conditions to the RGP.
(5)Authorization of an activity by a RGP does not authorize the "take" of a
threatened or endangered species as defined under the ESA. In the absence of separate
authorization(e.g., an ESA Section 10 Permit, a Biological Opinion with"incidental take"
provisions, etc.) from the USFWS or the NMFS,the ESA prohibits any person subject to the
jurisdiction of the U.S. to take a listed species, where "take" means to harass,harm,pursue,hunt,
shoot, wound, kill,trap, capture, or collect, or to attempt to engage in any such conduct. The word
"harm"in the definition of"take"means an act which actually kills or injures wildlife. Such an
act may include significant habitat modification or degradation where it actually kills or injures
wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or
sheltering.
(6) Information on the location of threatened and endangered species and their
critical habitat can be obtained directly from the offices of the USFWS and NMFS or their world
wide web pages at http://www.fws.gov/or http://www.fws.gov/ipac and
http://www.noaa.gov/fisheries.html respectively.
p. The permittee is responsible for obtaining any"take"permits required under the
USFWS's regulations governing compliance with the Migratory Bird Treaty Act or the Bald and
Golden Eagle Protection Act. The permittee should contact the appropriate local office of the
USFWS to deteuuine if such"take"permits are required for a particular activity.
q. For proposed activities the sixteen counties listed below, applicants must provide a
10

copy of the PCN to the USFWS, 160 Zillicoa Street, Asheville,North Carolina 28801. This
PCN must be sent concurrently to the USFWS and the Corps Project Manager for that specific
county.
Counties with tributaries that drain to designated critical habitat that require notification to the
Asheville USFWS: Avery, Cherokee, Forsyth, Graham,Haywood,Henderson, Jackson,Macon
Mecklenburg, Mitchell, Stokes, Surry, Swain, Transylvania,Union and Yancey.
Applicants may contact the appropriate USFWS office listed below or the US Army Corps of
Engineers:
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville,NC 28801
Telephone: [phone]
Asheville USFWS Office counties: All counties west of and including Anson, Stanly, Davidson,
Forsyth and Stokes Counties.
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh,NC 27636-3726
Telephone: [phone]
Raleigh USFWS Office counties: all counties east of and including Richmond, Montgomery,
Randolph, Guilford, and Rockingham Counties.
r. Permittees are advised that development activities in or near a floodway may be
subject to the National Flood Insurance Program that prohibits any development, including fill,
within a floodway that results in any increase in base flood elevations. This RGP does not
authorize any activity prohibited by the National Flood Insurance Program.
s. The peimittee must make every reasonable effort to perform the work authorized
herein in a manner so as to minimize any adverse impact on fish, wildlife and natural
environmental values. €
t. All activities authorized by this RGP that involve the use of riprap material for
bank stabilization,the following measures shall be applied:
(1)Filter cloth must be placed underneath the riprap as an additional requirement
of its use in North Carolina waters.
(2) The placement of riprap shall be limited to the areas depicted on submitted
work plan drawings and not be placed in a manner that prevents or impedes fish passage.
(3)The riprap material shall be clean and free from loose dirt or any pollutant
11

except in trace quantities that will not have an adverse environmental effect.
(4)It shall be of a size sufficient to prevent its movement from the
authorized alignment by natural forces under normal conditions.
(5) The riprap material shall consist of clean rock or masonry material such as,
but not limited to, granite,marl, or broken concrete.
(6)A waiver from the specifications in this general condition may be requested in
writing. The waiver will only be issued if it can be demonstrated that the impacts of complying
with this condition will result in greater adverse impacts to the aquatic environment.
u. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard,through regulations or otherwise, on authorized facilities.
For further information,the permittee should contact the U.S. Coast Guard Marine Safety Office
at(910) 772-2191.
v. The permittee must maintain any structure or work authorized by this permit in good
condition and in conformance with the terms and conditions of this peiinit. The Permittee is not
relieved of this requirement if the Permittee abandons the structure or work. Transfer in fee
simple of the work authorized by this permit will automatically transfer this permit to the
property's new owner, with all of the rights and responsibilities enumerated herein. The
permittee must inform any subsequent owner of all activities undertaken under the authority of
this permit and provide the subsequent owner with a copy of the terms and conditions of this
permit.
w. At his sole discretion, any time during the processing cycle,the Wilmington District
Engineer may determine that this RGP will not be applicable to a specific proposal. In such
case, the procedures for processing an individual peiinit in accordance with 33 CFR 325 will be
available.
x. The activity must comply with applicable FEMA approved state or local floodplain
management requirements.
y. All fill material placed in waters or wetlands shall be generated from an upland source
and will be clean and free of any pollutants except in trace quantities. Metal products, organic
materials (including debris from land clearing activities), or unsightly debris will not be used.
z. All excavated material will be disposed of in approved upland disposal areas.
aa. Historic Properties.
(1) In cases where the district engineer determines that the activity may affect
properties listed, or eligible for listing, in the National Register of Historic Places (NRHP),the
activity is not authorized,until the requirements of Section 106 of the National Historic
Preservation Act(NHPA)have been satisfied.
12

(2)Federal permittees (or when FHWA is the lead federal agency) should follow
their own procedures for complying with the requirements of Section 106 of the NHPA. Federal
permittees must provide the district engineer with the appropriate documentation to demonstrate
compliance with those requirements. The district engineer will review the documentation and
determine whether it is sufficient to address Section 106 compliance for this RGP activity, or
whether additional Section 106 consultation is necessary.
(3)Non-federal permittees must submit a PCN to the district engineer if the
authorized activity may have the potential to cause effects to any historic properties listed on,
determined to be eligible for listing on, or potentially eligible for listing on the NRHP, including
previously unidentified properties. For such activities,the PCN must state which historic
properties may be affected by the proposed work or include a vicinity map indicating the
location of the historic properties or the potential for the presence of historic properties.
Assistance regarding information on the location of or potential for the presence of historic
resources can be sought from the State Historic Preservation Officer(SHPO) or Tribal Historic
Preservation Officer (THPO), as appropriate, and the NRHP (see 33 CFR 330.4(g)). When
reviewing PCNs, district engineers will comply with the current procedures for addressing the
requirements of Section 106 of the NHPA. The district engineer shall make a reasonable and
good faith effort to carry out appropriate identification efforts,which may include background
research, consultation, oral history interviews, sample field investigation, and field survey.
Based on the information submitted and these efforts, the district engineer shall determine
whether the proposed activity has the potential to cause an effect on the historic properties.
Where the non-federal applicant has identified historic properties on which the activity may
have the potential to cause effects and so notified the Corps, the non-federal applicant shall not
begin the activity until notified by the district engineer either that the activity has no potential to
cause effects or that consultation under Section 106 of the NHPA has been completed.
(4) The district engineer will notify the prospective permittee within 45 days of
receipt of a complete PCN whether NHPA Section 106 consultation is required. Section 106
consultation is not required when the Corps determines that the activity does not have the
potential to cause effects on historic properties (see 36 CFR§800.3(a)). If NHPA Section 106
consultation is required and will occur,the district engineer will notify the non-federal applicant
that he or she cannot begin work until Section 106 consultation is completed. If the non-federal
applicant has not heard back from the Corps within 45 days, the applicant must still wait for
notification from the Corps.
(5) Prospective permittees should be aware that Section 110k of the NHPA (16
U.S.C. 470h-2(k))prevents the Corps from granting a permit or other assistance to an applicant
who,with intent to avoid the requirements of Section 106 of the NHPA,has intentionally
significantly adversely affected a historic property to which the permit will relate, or having legal
power to prevent it, allowed such significant adverse effect to occur,unless the Corps, after
consultation with the Advisory Council on Historic Preservation(ACHP), determines that
circumstances justify granting such assistance despite the adverse effect created or permitted by
the applicant. If circumstances justify granting the assistance,the Corps is required to notify the
ACHP and provide documentation specifying the circumstances, the degree of damage to the
integrity of any historic properties affected, and proposed mitigation. This documentation must
include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the
13

undertaking occurs on or affects historic properties on tribal lands or affects properties of interest
to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted
activity on historic properties.
bb. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this office of
what you have found. We will initiate the Federal and state coordination required to determine if
the remains warrant a recovery effort or if the site is eligible for listing in the NRHP.
cc. There will be no unreasonable interference with navigation or the right of the public
to riparian access by the existence or use of activities authorized by this RGP.
dd. Heavy equipment working in wetlands or mudflats must be placed on mats, or other
measures must be taken to minimize soil disturbance.
ee. This RGP will not be applicable to proposed construction when the Wilmington
District Engineer determines that the proposed activity will significantly affect the quality of
the human environment and determines that an EIS must be prepared.
ff. Activities which have commenced (i.e. are under construction) or are under contract
to commence in reliance upon this general permit will remain authorized provided the activity is
completed within twelve months of the date of the general permit's expiration,modification, or
revocation. Activities completed under the authorization of this general permit which were in
effect at the time the activity was completed continue to be authorized by the general permit.
BY AUTHORITY OF THE SECRETARY OF THE ARMY:
7Z /r ?c
Kevin P. nders Sr.
Colonel, . S. Army
District Commander
14

a;•°,sTA7E;y
ROY COOPER # ` "
Governor ' l i-•-':y ,.'
MICHAEL S.REGAN ,�,ti„. - .;
Secretary 'wuwaw
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
March 7,2019
Johnston County
NCDWR Project No.20190188
US Hwy 70
TIP No. W-5600
APPROVAL of 401 WATER QUALITY CERTIFICATION and NEUSE BUFFER AUTHORIZATION,with ADDITIONAL
CONDITIONS
•
Mr. Ronnie Keeter,PE, Division Engineer
NCDOT Division 4
PO Box 3165
Wilson NC 27828
Dear Mr. Keeter:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of highway and
interchange upgrades to US 70 in Johnston County:
Perennial Stream Impacts in the Neuse River Basin
Site r Permanent Stream Bank Temporary I Total Stream Impacts
Fill Relocation Stabilization Impact Impact Requiring DWR
(linear ft) (linear ft) (linear ft) (linear ft) , (linear ft) Mitigation(linear ft)
1 121 0 32 18 171 0
3 82 198 14 40 334 0
7 84 0 41 42 167 0
10 95 75 285 92 547 455
14 501 0 44 30 575 545
Total 883 273 416 222 1794 1000
Total Perennial Stream Impact for Project: 1794 linear feet.
Intermittent Stream Impacts in the Neuse River Basin
Site Permanent Fill Bank Stabilization Temporary Impact Total Impact
(linear ft) (linear ft) (linear ft) (linear ft)
4 42 23 20 85
8 125 0 10 135
11 157 57 83 297
13 63 27 40 130 _
17 97 0 20 117
Total 484 107 173 764
Total Intermittent Stream Impact for Project: 764 linear feet.
-5
rr����.D_E� Q
,.....
•
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
919.707.9000

Wetland Impacts in the Neuse River Basin
Site Permanent Fill Excavation Mechanized Clearing 1 Hand Clearing Total Wetland Impact
(ac) (ac) (ac) (ac) (ac)
1 A 0.66 0 0.07 0.14 0.87
1 B 0.09 0 0.08 0.05 0.22
2 <0.01 <0.01 <0.01 0 0.02
3A 0 0.02 0.01 0.02 0.05
4A <0.01 0 <0.01 0 0.02 ,
4B <0.01 0 0.07 0.07 0.14
_ 5 0 0 0.02 0 0.02
6 <0.01 0 0.04 0 0.04
6A 1.84 0 0.45 0 2.29
8A <0.01 0 0.02 0 0.02
8B 0 0.02 <0.01 0 0.02
9 0.39 0.03 0.14 0 0.56
10A 0.11 0 0.14 0 0.25
10B 0.03 0 0.05 0 0.08
11A 0.20 0 0.07 0.06 0.33
f
11B <0.01 0 0.02 0 0.02
13A 0.01 0.06 0 0 0.07
14A 0.55 0.04 0.11 0.05 0.75
14B 0 0.04 0.03 0.03 0.10
_ 15 0.10 0 0.03 0.04 0.17
. 16 0.22 0 0.06 0.04 0.32
Total 4.20 0.22 1.41 0.48 6.31
Total Wetland Impact for Project: 6.31 acres.
Open Water(Pond)Impacts in the Neuse River Basin
Site Permanent Fill in Open Waters (ac)
11 0.13
12 0.09
Total 0.22
Total Pond Impact for Project: 0.22 acres.
a_E Q
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh,North Carolina 27699-1617
919_707.9000

Neuse Riparian Buffer Impacts
Site Zone 1 minus =Zone 1 Zone 1 Buffer Zone 2 minus =Zone 2 Zone 2 Buffer
Impact Wetlands Buffers(not Mitigation Impact Wetlands Buffers Mitigation
(sq ft) in Zone 1 wetlands) Required (sq ft) in Zone 2 (not Required (using
(sq ft) (sq ft) (using 3:1 ratio) (sq ft) wetlands) 1.5:1 ratio)
(sq ft)
1 8716 7313 1403 4209 5648 3892 1756 2634
4 4541 1107 3434 N/A 3039 650 2389 N/A
I 7 13293 0 13293 _ 39879 9441 0 9441 14162
10 26175 3877 30052 90156 _ 22007 3017 18990 28485
11 21004 5588 15416 46248 11139 3594 7545 11317
13 3713 1618 2095 N/A 2325 674 1651 N/A
14A 27991 24625 3366 10098 15197 8302 6895 10343
14 9151 2309 6842 N/A 5070 908 4162 N/A
17 7239 0 7239 N/A 4526 0 I 4526 N/A
Totals 121823 46437 75386 190590 78392 21037 57355 66941
*n/a= Site Impact Allowable,no mitigation required
Total Buffer Impact for Project: 200215 square feet.
The project shall be constructed in accordance with your application received February 12,2019. After reviewing your application,
we have decided that these impacts are covered by General Water Quality Certification Number 4135. This certification corresponds
to the Regional General Permit 31 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 150 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 General Certification and any additional conditions listed below.
Conditions of Certification:
1. Compensatory mitigation for 1000 linear feet of impact to streams is required. We understand that you have chosen to perform
compensatory mitigation for impacts to streams through the North Carolina Division of Mitigation Service(DMS)(formerly NCEEP),
and that the DMS has agreed to implement the mitigation for the project. The DMS has indicated in a letter dated January 31,2019
that they will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the above-
referenced project, in accordance with the DMS Mitigation Banking Instrument signed July 28,2010.
2. Compensatory mitigation for impacts to 4.48 acres of riparian wetlands is required. We understand that you have chosen to perform
compensatory mitigation for impacts to wetlands through the North Carolina Division of Mitigation Services(DMS)(formerly
NCEEP),and that the DMS has agreed to implement the mitigation for the project. DMS has indicated in a letter dated January 31,
2019 that they will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the
above-referenced project, in accordance with DMS's Mitigation Banking Instrument signed July 28,2010.
D_E Q,,)
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
919.707.9000

3. Compensatory mitigation for impacts to 63530 square feet of protected riparian buffers in Zone 1 and 44628 square feet of
protected riparian buffers in Zone 2 shall be required. We understand that you have chosen to perform compensatory mitigation for
impacts to protected buffers through use of the North Carolina Division of Mitigation Services(DMS)(formerly NCEEP). Mitigation
for unavoidable impacts to Neuse Riparian Buffers shall be provided in the Neuse River Basin and done in accordance with 15A
NCAC .02B .0295. The DMS has indicated in a letter dated January 31,2019 that they will assume responsibility for satisfying the
compensatory mitigation requirements for the above-referenced project, in accordance with DMS's Mitigation Banking Instrument
signed June 14,2016.
4. In accordance with commitments made in your application,the 1.41 acres of wetlands impacted via Mechanized Clearing will be
seeded and revegetated with native wetland species. By end of construction,NCDOT shall submit to NCDWR a report indicating the
areas revegetated with details on species and coverage areas,to be approved by NCDWR staff.
5. Channel relocations shall be completed and stabilized,and approved by NCDWR,prior to diverting water into the new
channel. Stream banks shall be matted with coir-fiber matting. Vegetation used for bank stabilization shall be limited to native
riparian vegetation, and should include establishment of a vegetated buffer on both sides of the relocated channel to the maximum
extent practical. Also,rip-rap may be allowed if it is necessary to maintain the physical integrity of the stream,but the applicant must
provide written justification and any calculations used to determine the extent of rip-rap coverage requested. Once the stream has
been turned into the new channel, it may be necessary to relocate stranded fish to the new channel to prevent fish kills. [15A NCAC
02H .0506(b)(3)]
6. At locations where ponds will be drained,proper measures will be taken to drain the pond with limited impact to upstream and
downstream channel stability as well as to native aquatic species. Proper measures will be taken to avoid sediment release and/or
sediment accumulation downstream as a result of pond draining. If typical pond draining techniques will create significant
disturbance to native aquatic species,additional measures such as collection and relocation may be necessary to prevent a significant
fish kill. NCDOT shall consult with NC Wildlife Resources staff to determine if there are any sensitive species,and the most
appropriate measures to limit impacts to these species. [15A NCAC 2H.0506(b)(3)]
7. Unless otherwise approved in this certification,placement of culverts and other structures in open waters and streams, shall be
placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches,to allow low flow passage of water and aquatic life. Design and
placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or streambeds or banks,adjacent to or upstream and down stream of the above structures. The
applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by the NCDWR. If this
condition is unable to be met due to bedrock or other limiting features encountered during construction,please contact the NCDWR
for guidance on how to proceed and to determine whether or not a permit modification will be required. [15A NCAC 02H.0506(b)(2)]
8. If multiple pipes or barrels are required,they shall be designed to mimic natural stream cross section as closely as possible
including pipes or barrels at flood plain elevation and/or sills where appropriate. Widening the stream channel should be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that
requires increased maintenance and disrupts aquatic life passage. [15A NCAC 02H.0506(b)(2)]
9. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that precludes aquatic life passage.
Bioengineering boulders or structures should be properly designed, sized and installed. [15A NCAC 02H.0506(b)(2)]
10. For all streams being impacted due to site dewatering activities,the site shall be graded to its preconstruction contours and
revegetated with appropriate native species. [15A NCAC 02H.0506(b)(2)]
11.The stream channel shall be excavated no deeper than the natural bed material of the stream,to the maximum extent
practicable. Efforts must be made to minimize impacts to the stream banks,as well as to vegetation responsible for maintaining the
stream bank stability. Any applicable riparian buffer impact for access to stream channel shall be temporary and be revegetated with
native riparian species. [15A NCAC 02H.0506(b)(2)]
12. Pipes and culverts used exclusively to maintain equilibrium in wetlands,where aquatic life passage is not a concern, shall not be
buried. These pipes shall be installed at natural ground elevation. [15A NCAC 02H.0506(b)(2)and(b)(3)]
L1101EQ1
11• 1 0,-•
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
919.707.9000

13. 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]
14.All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored 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 growing season following completion of
construction. [15A NCAC 2B.0233]
15. 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.
16. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact between curing concrete and
stream water. Water that inadvertently contacts uncured concrete shall not be discharged to surface waters due to the potential for
elevated pH and possible aquatic life and fish kills. [15A NCAC 02B.0200]
17. 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)]
18. The dimension, pattern and profile of the stream above and below the crossing shall not be modified. Disturbed floodplains and
streams shall be restored to natural geomorphic conditions. [15A NCAC 02H.0506(b)(2)]
19. 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)]
20.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)]
21. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the most current
version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms, cofferdams and other diversion
structures shall be used to prevent excavation in flowing water. [15A NCAC 02H.0506(b)(3)and(c)(3)]
22. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize sedimentation and
reduce the introduction of other pollutants into the stream. [15A NCAC 02H.0506(b)(3)]
23. 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)]
24.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)]
25. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited.
[15A NCAC 02H.0506(b)(3)]
26.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]
27. 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)]
aE 4
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center Raleigh,North Carolina 27699-1617
919.707.9000

28. 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.
[l5A NCAC 02H .0507(c)and 15A NCAC 02H .0506(b)(2)and(c)(2)]
29. The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization, including all
non-commercial borrow and waste sites associated with the project, 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]
30. The issuance of this certification does not exempt the Permittee from complying with any and all statutes, rules, regulations, or
ordinances that may be imposed by other government agencies(i.e. local, state,and federal)having jurisdiction, including but not limited
to applicable buffer rules, stormwater management rules, soil erosion and sedimentation control requirements,etc.
31. 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)]
32. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT Division Engineer shall
complete and return the enclosed"Certification of Completion Form"to notify the NCDWR when all work included in the 401 Certification
has been completed. [15A NCAC 02H.0502(f)]
33. Native riparian vegetation (i.e., trees and shrubs native to your geographic region) 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.0233(10)]
& [15A NCAC 02B.0506(b)(2)]
34. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this permit without
appropriate modification. Should waste or borrow sites, or access roads to waste or borrow sites, be located in wetlands or streams,
compensatory mitigation will be required since that is a direct impact from road construction activities. [15A NCAC 02H.0506(b)(3)and
(c)(3)]
35. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and
operation and maintenance of such Best Management Practices in order to protect surface waters standards [15A NCAC 02H.0506(b)(3)
and(c)(3)]:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in
accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design
Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they
equal,or exceed,the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites,borrow sites,and waste pile(spoil)projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in
accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of
the Sedimentation Pollution Control Act.
36. 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)]
37. 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]
Q E Q�
•I �
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
919.707.9000

38. Design, installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or exceed the
requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual, or for linear
transportation projects,the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites,borrow sites,and waste pile(spoil) sites, including contractor-owned or leased
borrow pits associated with the project. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and maintained in accordance
with the most recent version of the North Carolina Surface Mining Manual. Reclamation measures and implementation shall comply
with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. [15A
NCAC 02H.0506(b)(3)and(c)(3);GC 4135]
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.
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 Rob Ridings at 919-707-3873.
Sincerely,
(1\ I? ' (7\ -411( _Ilk :
Lin a Culpepper,Director
Division of Water Resources
Electronic copy only distribution:
Eric Alsmeyer,US Army Corps of Engineers, Raleigh Field Office
Chad Coggins, Division 4 Environmental Officer
Beth Harmon,Division of Mitigation Services
File Copy
, 1610111Q,,#)
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
919.707.9000

,..„-.6-E-,,,,._ .
e . ..,4_,4%
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ROY COOPER ,I ` �„,. - r
Governor , 4 g'
MICHAEL S.REGAN 'fin J_r
Secretary -_ ' + �
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
NCDWR Project No.: County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules,and
any subsequent modifications,the applicant is required to return this certificate to the 401 Transportation Permitting
Unit,North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh,NC,27699-1617. This form
may be returned to NCDWR by the applicant,the applicant's authorized agent,or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, ,hereby state that,to the best of my abilities,due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, ,hereby state that,to the best of my abilities,due care and diligence
I was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications,and other supporting materials.
Signature: Date:
Engineer's Certification
Partial Final
I, ,as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe(periodically,weekly, full time)the construction of the project for the
Permittee hereby state that,to the best of my abilities,due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules,the approved plans and specifications,and other supporting materials.
Signature Registration No.
Date
D
E 7.- North Carolina Department of Environmental Quality I Division of Water Resources
`o 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
"� "� 919.707.9000

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO. 4135
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT NUMBER 14(LINEAR TRANSPORTATION PROJECTS),AND
• REGIONAL GENERAL PERMIT 198200031 (NCDOT BRIDGES,WIDENING PROJECTS,
INTERCHANGE (IMPROVEMENTS)
Water Quality Certification Number 4135 is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (14) of
the US Army Corps of Engineers regulations and Regional General Permit 198200031.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-
217 if conducted in accordance with the conditions hereinafter set forth.
Effective date: December 1, 2017
Signed this day: December 1, 2017
By
for Linda Culpepper
Interim Director

GC4135
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Resources(DWR):
a) If any of the conditions of this Certification (listed below) cannot be met; or
b) Any temporary or permanent impacts to wetlands, open waters and/or streams, except
for construction of a driveway to a single family residential lot that is determined to not
be part of a larger common plan of development, as long as the driveway involves a
travel lane of less than 25 feet and total stream impacts of less than 60 feet, including
any topographic/slope stabilization or in-stream stabilization needed for the crossing; or
c) Any stream relocation or stream restoration; or
d) Any high-density project, as defined in 15A NCAC 02H .1003(2)(a) and by the density
thresholds specified in 15A NCAC 02H .1017, which:
i. Disturbs one acre or more of land (including a project that disturbs less than one
acre of land that is part of a larger common plan of development or sale); and
ii. Has permanent wetland, stream or open water impacts; and
iii. Is proposing new built-upon area;and
iv. Does not have a stormwater management plan reviewed and approved under a
state stormwater program' or a state-approved local government stormwater
program2.
Projects that have vested rights, exemptions, or grandfathering from state or locally-
implemented stormwater programs and projects that satisfy state or locally-
implemented stormwater programs through use of community in-lieu programs require
written approval; or
e) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as:
ORW (including SAV), HQW (including PNA), SA, WS-I, WS-II, or North Carolina or
National Wild and Scenic River.
f) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as
Trout except for driveway projects that are below threshold (b) above provided that:
i. The impacts are not adjacent to any existing structures
ii. All conditions of this General Certification can be met, including adherence to
any moratoriums as stated in Condition #10; and
iii. A Notification of Work in Trout Watersheds Form is submitted to the Division at
least 60 days prior to commencement of work; or
g) Any permanent impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands
(UWL); or
h) Any impact associated with a Notice of Violation or an enforcement action for
violation(s) of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A
NCAC 02H .1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or
State Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
1 e.g.Coastal Counties, HQW,ORW,or state-implemented Phase II NPDES
2 e.g. Delegated Phase II NPDES,Water Supply Watershed,Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 2 of 11

GC4135
i) Any impacts to subject water bodies and/or state regulated riparian buffers along
subject water bodies in the Neuse, Tar-Pamlico, or Catawba River Basins or in the
Randleman Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or
watershed with State Regulated Riparian Area Protection Rules [Buffer Rules] in effect
at the time of application) unless:
i. The activities are listed as "EXEMPT" from these rules; or
ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii. A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23
Activities included in this General Certification that do not meet one of the thresholds listed
above do not require written approval.
I. ACTIVITY SPECIFIC CONDITIONS:
1. If this Water Quality Certification is used to access residential, commercial or industrial
building sites, then all parcels owned by the applicant that are part of the single and
complete project authorized by this Certification must be buildable without additional
impacts to streams or wetlands. If required in writing by DWR, the applicant shall provide
evidence that the parcels are buildable without requiring additional impacts to wetlands,
waters, or state regulated riparian buffers. [15A NCAC 02H .0506(b)(4) and (c)(4)]
2. For road and driveway construction purposes, this Certification shall only be utilized from
natural high ground to natural high ground. [15A NCAC 02H .0506(b)(2) and (c)(2)]
3. Deed notifications or similar mechanisms shall be placed on all lots with retained
jurisdictional wetlands, waters, and state regulated riparian buffers within the project
boundaries in order to assure compliance with NC Wetland Rules (15A NCAC 02H .0500), NC
Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian Buffer Rules
(15A NCAC 02B .0200). These mechanisms shall be put in place at the time of recording of
the property or individual parcels, whichever is appropriate. [15A NCAC 02H .0506(b)(4)
and (c)(4)]
4. For the North Carolina Department of Transportation, compliance with the NCDOT's
individual NPDES permit NCS000250 shall serve to satisfy this condition. All other high-
density projects that trigger threshold item (d) above shall comply with one of the following
requirements: [15A NCAC 02H .0506(b)(5) and (c)(5)]
Page 3 of 11

GC4135
a. Provide a completed Stormwater Management Plan (SMP) for review and approval,
including all appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high-density development requirements of 15A
NCAC 02H .1003. Stormwater management shall be provided throughout the entire
project area in accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC
02H .1003(2)(a), density thresholds shall be determined in accordance with 15A NCAC
02H .1017.
b. Provide documentation (including calculations, photos, etc.) that the project will not
cause degradation of downstream surface waters. Documentation shall include a
detailed analysis of the hydrological impacts from stormwater runoff when considering
the volume and velocity of stormwater runoff from the project built upon area and the
size and existing condition of the receiving stream(s).
Exceptions to this condition require application to and written approval from DWR.
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require
an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without
written authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or
as listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200]
3. In accordance with 15A NCAC 02H .0506(h) and Session Law 2017-10, compensatory
mitigation may be required for losses of greater than 300 linear feet of perennial streams
and/or greater than one (1) acre of wetlands. Impacts associated with the removal of a
dam shall not require mitigation when the removal complies with the requirements of Part
3 of Article 21 in Chapter 143 of the North Carolina General Statutes. Impacts to isolated
and other non-404 jurisdictional wetlands shall not be combined with 404 jurisdictional
wetlands for the purpose of determining when impact thresholds trigger a mitigation
requirement. For linear publicly owned and maintained transportation projects that are not
determined to be part of a larger common plan of development by the US Army Corps of
Engineers, compensatory mitigation may be required for losses of greater than 300 linear
feet per perennial stream.
Page 4 of 11

GC4135
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer
Rules in Chapter 2 of Title 15A.
5. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and
erosion so that no violations of state water quality standards, statutes, or rules occur. [15A
NCAC 02H .0506(b)(3) and (c)(3) and 15A NCAC 02B.0200]
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects,the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor-owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual. Reclamation measures and implementation shall
comply with the reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act and the Mining Act of 1971.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in
15A NCAC 04B .0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be
used along streambanks or within wetlands. Exceptions to this condition require
application to and written approval from DWR. [15A NCAC 02B .0201]
Page 5 of 11

GC4135
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCG010000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self-monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water. Exceptions to this condition require application to and written approval from DWR.
[15A NCAC 02H .0506(b)(3) and (c)(3)]
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H .0506
(b)(2) and 15A NCAC 04B .0125]
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to
this condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Work within a designated trout watershed of North Carolina (as identified by the
Wilmington District of the US Army Corps of Engineers), or identified state or federal
endangered or threatened species habitat, shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles
are not altered and allow for aquatic life movement during low flows. The dimension,
pattern, and profile of the stream above and below a pipe or culvert shall not be modified
by widening the stream channel or by reducing the depth of the stream in connection with
the construction activity. The width, height, and gradient of a proposed culvert shall be
such as to pass the average historical low flow and spring flow without adversely altering
flow velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Page 6 of 11

GC4135
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of
the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow
low flow passage of water and aquatic life.
If multiple pipes or barrels are required,they shall be designed to mimic the existing stream
cross section as closely as possible including pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream channel shall be avoided.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is
not required, provided that all alternative options for flattening the slope have been
investigated and aquatic life movement/connectivity has been provided when possible (e.g.
rock ladders, cross vanes, etc.). Notification, including supporting documentation to include
a location map of the culvert, culvert profile drawings, and slope calculations, shall be
provided to DWR 60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as, a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip-rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be
directed across the bridge and pre-treated through site-appropriate means to the maximum
extent practicable (e.g. grassed swales, pre-formed scour holes, vegetated buffers, etc.)
before entering the stream. Exceptions to this condition require application to and written
approval from DWR. [15A NCAC 02H .0506(b)(5)]
Page 7 of 11

GC4135
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all
other Federal, State and Local regulations. Fertilizer application shall be accomplished in a
manner that minimizes the risk of contact between the fertilizer and surface waters. [15A
NCAC 02B .0200 and 15A NCAC 02B .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state.
[15A NCAC 02B .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization. All temporarily
impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
17. Any rip-rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the
approved construction activity. All rip-rap shall be placed such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip-rap or
other approved materials shall not result in de-stabilization of the stream bed or banks
upstream or downstream of the area or in a manner that precludes aquatic life passage.
[15A NCAC 02H .0506(b)(2)]
18. Any rip-rap used for stream or shoreline stabilization shall be of a size and density to
prevent movement by wave, current action, or stream flows and shall consist of clean rock
or masonry material free of debris or toxic pollutants. Rip-rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip-rap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Rip-rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
Page 8 of 11

GC4135
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall be performed in a manner to prevent, to the
maximum extent practicable, contamination of surface waters by fuels and oils. [15A NCAC
02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25
gallons or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental
document is required under the National Environmental Policy Act (NEPA), then this
General Certification is not valid until a Categorical Exclusion, the Final Environmental
Assessment, or Final Environmental Impact Statement is published by the lead agency. [15A
NCAC 01C .0107(a)]
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non-
Discharge, Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law. If DWR determines that such standards or laws are not being met, including
failure to sustain a designated or achieved use, or that State or Federal law is being violated,
or that further conditions are necessary to assure compliance, then DWR may revoke or
modify a written authorization associated with this General Water Quality Certification.
[15A NCAC 02H .0507(d)]
26. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this Certification. A copy of this Certification,
including all conditions shall be available at the project site during the construction and
maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)]
Page 9 of 11

GC4135
27. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
website https://edocs.deq.nc.gov/Forms/Certificate-of-Completion). [15A NCAC 02H
.0502(f)]
28. Additional site-specific conditions, including monitoring and/or modeling requirements,
may be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
29. If the property or project is sold or transferred, the new permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. An applicant for
a CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water
Quality Certification is required shall only make one payment to satisfy both agencies; the
fee shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person
to interfere with the riparian rights, littoral rights, or water use rights of any other person
and this Certification does not create any prescriptive right or any right of priority regarding
any usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
Page 10 of 11

GC4135
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it
is deemed in the public's best interest or determined that the project is likely to have a
significant adverse effect upon water quality, including state or federally listed endangered
or threatened aquatic species, or degrade the waters so that existing uses of the water or
downstream waters are precluded.
History Note: Water Quality Certification (WQC) Number 4135 issued December 1, 2017
replaces WQC Number 4088 issued March 3, 2017; WQC 3886 issued March 12, 2012; WQC
Number 3820 issued April 6, 2010; WQC Number 3627 issued March 2007; WQC Number 3404
issued March 2003; WQC Number 3375 issued March 18, 2002; WQC Number 3289 issued June
1, 2000; WQC Number 3103 issued February 11, 1997; WQC Number 2732 issued May 1, 1992;
WQC Number 2666 issued January 21, 1992; WQC Number 2177 issued November 5, 1987.
Page 11 of 11

P-� \ v ` �I(4�I(-9�� �I(-9� CAROLINA
/,(��� STA'EE STATE PROlECf REFERENCB NO. BaEET TOTAL��
IS ` ♦ STATE-LJ OF NORTH AROLI�d ll NO. 81@8T&
0 \.....__---. 1
s �-. , . I R 1�ToC, W-5600 i
DIVISION OF HIGHWAYS �rATEPR0.N0 P.APRUI.NO. R&9CR:PT ON
�d� 50056.1.1 HISP-0070(163) PE
��� I , ,� 50056.2.1 HISP-0070(163) ROW
I .. 50056.2.2 HISP-0070(163) UTIL.
IlkI SOWS i . •Of: T
o I iI MILLS , E
0 1 E�=v.
Nha,.27..,.., Ivo*, JOHNSTON COUNTY
/,
a�� � 0111
LOCATION: US 70 FROM EAST OF US 70 BUSINESS
j -is!s .,,, _ TO WEST OF NEUSE RIVER.
Ai,„.t.,,,,,f,‘„,-° , ,,
___,
WETLAND AND SURFACE WATER IMPACTS PERMIT
• • 1 . o TYPE OF WORK: GRADING,DRAINAGE, PAVING, STRUCTURES,
f � Bat
�� RETAINING WALLS, & CULVERTS. SHEET 1 OF 53
LIII/111 . e;10� m � SITE 8 SITE 14 END BRIDGE
I '� -L-STA.217+82.76
4117110' �� v r \titi�o SITE 8A SITE 14B SITE 1
Pop.11IJY� 5
� � \lod,.,) SITE 8B
rlir , I • A, h 1" F 1 11 1, 4
VICINITY MAP SITE 10
BEGIN CONSTRUCTION BEGIN CONSTRUCTION
C / -Y7- STA.14+20.00 -Y9- STA.14+90.00 -L- SR 1914
See Sheet 1 A For Index of Sheets R(BD) FARM
_ See Sheet 1 B For Conventional Symbols SITE 5 Y7- SITE 10A NO , (US 70)
s•7- -; /�
(SR1501 SWIFT CREEK RD.) 1 2 3 24 25
�L , SR 1973 WILSON ••;
BEGIN TIP PROJECT W-5600 ILLS 12D) (US 70) SITE 11
-L-o STA. +00.00 N
L16
� $ !�, •�! �: •
10 11 12 13 ;� 17114 "� /i /� 22 TO 1-95
SITE 3
�°
�� -- SITE 16
SR 1915
.Ei �. IJ� �, (TURNAGE RD.)
$ ' ,� � ;. ��r +9 a END CONSTRUCTION
l ����� -Y9- STA.28+00.00
i SITE 4B SITE 7 SITE""13A
�i SITE 1 A '� �, . STbs1 RD) END BRIDGE I Y9
ITE 4 Sl7E. 12 (SR1913 WILSON'S MILL RD.)
S SITE 17
TOI-40 b SITE 1l.B SITE 14A
SITE 4A END CONSTRUCTION • BEGIN BRIDGE
$ o -L-STA.216+80.96
,4 -Y7- STA.39+00.00 '
1 10'is I A Lo S;iNa
SITE3 ' z END TIP PROJECT W-5600
rt SITE 2 —L— STA. 281+85.00
a SITE 6
SITE 1 SITE 1 B SITE 6A SITE 11A
THIS IS A CONTROLLED—ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. SITE 1OB
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. SITE 9
1 A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILSON'S MILLS. DOCUMENT NOT CONSIDERED FINAL
a • • UNLESS ALL SIGNATURES COMPLETED
i Preparea to the ogre f Prepared for: HYDRAULICS ENGINEER
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ETHERILL DIVISION OF HIGHWAYS
ENGINEERING DIVISION 4
2 ADT 2020 = 30,700 1223 Jones Franklin Rd.Raleigh,N.C.27606
50 25 0 50 100 509 Ward Boulevard 9ll®gyp
o J■ ADT 2040 = 45,400 Bus: 919.851.8077 Fax: [phone] witxon NC,27895 ,�y 6°,g*
i'■" ° License No.F-0377
=I PLANS K = 8 % 20I8 STANDARD SPECIFICATIONS A,
LENGTH ROADWAY TIP PROJECT W-5600 = 4.959 MILES
D = 55 %/° LENGTH STRUCTURE TIP PROJECT W-5600 = 0.019 MILES RIGHT OF WAY DATE: BOB A.MAY, PE SIGNATURE: P�
rJ 0 2 rJ 0 rJ 0 100 p * PROJECT ENGINEER W
i
I'I" T = 14 = MARCH 2,2018 ROADWAY DESIGN V = 70 MPH TOTAL LENGTH TIP PROJECT W-56004.978 MILES ENGINEER
o '`i PROFILE (HORIZONTAL) * TTST = 8% DUAL = 6% LETTING DATE: JONATHAN HEFNER,PE ���..p. �
1-7 O 10 5 0 10 20 FUNC. CLASS = INTERSTATE SEPTEMBER 17,2019 PROJECT DESIGN ENGINEER
NCDOT CONTACT: ®a 4��¢a�
PyI `IiIIMATT CLARK, PE
‘2_,N V
PROFILE (VERTICAL) DIVISION PROJECT MANAGER P.E.
LL �
s a � �� /\ � l\ J� SIGNATURE: �

°' 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
DRAINAGE DETAILS ENGINEERING License N.C.27606
No.F-0377 W-5600 20 /
Bus: 919 851 8077
co (NOT TO SCALE) Fax: [phone] R6Y SHEET NO.
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
-
DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E DOCUMENT NOT CONSIDERED FINAL
SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH UNLESS ALL SIGNATURES COMPLETED
(Nof to Scale) INof to Scale) (Nat,o Scolel INof to Scale) (Not la Scale)
t E\e°LI`p0' r2Z1: c\Ir' , DN<h cE\il5Pt
°t\o°\ DhM1 Pro 1 Na
\° S Natural ____� \ Saat Slope Natural ____� \ /D1OF
PERMIT D RAWI N G
. sBn6°9l D Min.D=1.5 Ft. °e66°s/r Df.
FROM STA.22+00 TO STA.29+00-L-RT FROM STA.25+50 TO STA.36+00-L-LT. FROM STA.19+10 TO STA.20+50-Y9RP8-LT FROM STA 54+00 TO 56+00-L-LT FROM STA 14+50 TO 15+50-Y7LPA-RT SHEET 2 OF 53
FROM STA.11+00 TO ETA.11+50-Y4-RT FROM STA.103+50 TO STA.105+00-L-LT FROM STA.18+00 TO STA.20+90-SR2-LT FROM STA 23+20 TO 24+25-Y9RPB-RT
FROM STA.12+35 TO STA.13+00-Y5-RT. FROM STA.278+10 TO STA.280+00-L-RT.
FROM STA.12+35 TO STA.13+00-Y5-LT. FROM STA.91+64 TO STA.92+50-SR2-RT
FROM STA.19+00 TO STA.23+00-Y7-RT.
FROM STA.34+00 TO STA.36+00-Y7-LT.
FROM STA.33+00 TO STA.34+00-Y7-RT.
FROM STA.36+10 TO STA.38+50-Y7-RT.
FROM ETA.14+90 TO ETA.16+00-Y9-RT DETAIL I DETAIL J DETAIL K
FROM STA.16+50 TO STA.19+00-Y9-LT DETAIL F DETAIL G DETAIL H SPECIAL CUT BASE DITCH LATERAL BASE DITCH SPECIAL CUT BASE DITCH
FROM STA.24+20 TO STA 25+90-Y9RPA-RT INotro Scale) (Novo Scale) I Not N Scale)
AT STA 23+70.48-Y9RPB-LT TOE PROTECTION SPECIAL CUT DITCH SPECIAL CUT DITCH b
FROM STA.23+85 TO STA.25+20-Y9RPC-RT (Notro Scale) (Not to scale) (Not to Scale)
FROM STA.55+18 TO STA.58+28-SR2-RT From Natural >°++8`. \ From Natural
f- Natural Front
FROM STA,92+50 TO STA.96+87-SR2-RT \e F' E\°H�',°°s Dikn Groan, E �`p°S Ground \ T"iFl. Fin \ Da<h
E Shoulder /S 3:/or b.\ Front 1 c <�ad' \°` S° Ditch , p 3' Groun• :, 5'
D.P.Sl 3' X slII D
FROM STA.10+40 TO STA.17+00-SR3-RT Natural se,°`\o9a °e Ditch N r r \°X °° es Slope Min.D=1.0 F. Fe slope
FROM STA.13+50 TO STA.16+00-SR3-LT. Ground b E`\S kS Fah°r p Slope Ground ?V p pe S e
FROM STA.52+00 TO STA.56+50-SR3-LT. °C!6°� k. Min.D=1.5 H. B=3.0 Ft. Q Min.D=1.5 H.
FROM STA.54+00 TO STA.56+50-SR3-RT d Min.D=1.5 Ft. Min.D=1.0 Ff. 8=8.0 Ff. b=5.0 Ft. 8=4.0 Ff.
FROM STA.60+80 TO STA.63+00-SR3-LT d=2 Ft.
FROM STA.63+00 TO STA.63+85-SR3-RT b=4 Ft. Geotexrile
FROM STA.13+25 TO STA.15+40-SR7-RT FROM STA 54+00 TO 56+00-L-RT FROM STA.22+00 TO STA.27+76-Y7RPA-RT. FROM STA.75+60 TO STA.24+20- RT FROM STA 28+30 TO STA.31+50-SR3-LT. FROM STA 36+23 TO STA 40+00-L-LT
Type of Liner- Class B Rip-Rap FROM STA 66+50 TO 69+00-L-RT FROM STA.22+00 TO STA.23+30-Y9RP0.LT. FROM STA.75+60 TO STA.76+29-SR2-ER2-R RT
FROM STA.16+50 TO STA.17+50 SR7-RT
FROM STA.20+50 TO STA.23+00-SR7-RT FROM STA.113+49 TO 114+50-I.-RT.
FROM STA.21+00 TO STA.22+00-SR7-LT. FROM STA.143+82 TO 144+94-L-LT.
FROM STA.38+20 TO STA.40+25-SR7-LT FROM STA.149+00 TO 154+15-L-LT.
FROM STA.41+10 TO STA.43+07-SR7-LT FROM STA.197+64 TO 199+00-L-RT.
FROM STA.72+48 TO STA.74+60-SR7-RT FROM STA.200+74 TO 201+99-L-RT.
FROM STA.10+60 TO STA.11+14-5R8-RT FROM STA.18+00 TO STA.22+80-Y7RPA LT.-
FROM STA.11+00 TO ETA.12+55-SR9-LT FROM ETA.21+35 TO STA.22+50-Y7RPA RT.- DETAIL L DETAIL M DETAIL N DETAIL O DETAIL P
FROM STA.11+25 TO STA.12+55-SR9-RT FROM ETA.16+75 TO 17+06-Y9-RT.
FROM STA.10+55 TO STA.11+40-DR1-RT. FROM STA.25+17 TO 26+60-SRI-LT. SPECIAL CUT BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH
FROM STA.10+50 TO STA,10+95-DR1-LT. FROM STA.26+96 TO 27+62-SRI-LT. INof to sole) (Nof to scale) (Not to Scale) I Not ro Scale) (Notro Scale)
FROM STA.51+32 TO 52+27-SRI-RT. 1 b b
FROM STA,36+24 TO 38+15-SR2-RT.
FROM STA.38+55 TO 38+88-SR2-RT. pre ease Fronr N 1 N.'al �- Nmarol From Natural From
FROM STA.75+13 TO 75+59-SR2-RT. sn A\°te Ditch Gro"" 3./ p gJ 1°61. Fill Gr°"" 3., 3d TA,. Fill roan 3:, 5'> Dircn 5'> Ditch
'Oayarr D F� t Slope Min.D=2.0 Ft. Slope pI Min.D=2.5Ft. Slope F°N@�r D D
FROM STA.17+00 TO 28+82-SR3-RT. ou e ° I e / srove � Slope
FROM STA.18+10 TO 28+32-SR3-LT. W e e
FROM STA.46+71 TO 50+26-SR3-RT. LEI.] Min.D=1.5 H. B=3.0 H. B=8.0 Ft. I� Min.D=2.5 Ft. Min.D=2.5 H.
FROM STA.47+00 TO 50+20-SR3-LT. 8=4.0 H. 6=5.0 H. b=5.0 Ft. 8=3.0 Ft. B=VAR.3.0 to 6.0 H.
FROM STA 40+00 TO STA 41+00-L-LT FROM STA.65+90 TO STA.70+38-SR2-RT. FROM STA.70+87 TO STA.72+05-SR2-RT. FROM STA 101+00 TO STA 112+50-L-RT FROM STA.112+50 TO STA.113+04-L-RT.
FROM STA 256+50 TO STA 257+22-L-RT
-
DETAIL R DETAIL S DETAIL T
DETAIL Q SPECIAL CUT BASE DITCH LATERAL BASE DITCH SPECIAL CUT DITCH DETAIL U DETAIL V
I Not to Scale) INa„a scale) /Nat to Scale) DETAIL W
SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT DITCH wMINGE
(Not to Scale) b t Front (Nat.Scale) (Not to Scale)
Natural .\o' From Natural Ditch (No,la Scale)
Ground 3./ Slope Ground 31/ �\ Fill Nalur p�° Slope
Nat,°`\ D Ode' D 1�' Slope Ground •7: \'°t Natural
Nafural °,.8 Front d{ Ditch d / p E° NaNral \ Front Noturol \ Front Ground
emu*. D A.'\ ,15°Ot° Ditch Groun q. A'' Dikh Groun A' Ditch j
Slope Gao,eaile GeotexBle Id
Min.D=2.0 Ft. D Slope D Slope \d From
w `� Min.D=2.0 Ff. Min.D=2.0 H. q,/ p A'\ge` Ditch
Y Min.D=2.5 H. Max.d=1.5 Ft. omen B i,> 6.0• Max.d=1.5 H. FROM STA.161+23 TO STA.162+00-L-LT a Min.D=1.5 FI. a Min.D=1.0 F. E° slope
B=3.0 Ft. Sod No.876.01 8=8.0 Ft. B=8 Ft. B=14.0 H. I 6.0• I-
8=4.0 H. FROM STA.262+00 TO STA.275+00-L-RT Min.D=1.5 Ft.
Type of Liner=Class B Rip-Rap Type of Liner=Class I Rip-Rap b=5.0 Ff. FROM STA 280+00 TO STA 281+00-L-RT -
FROM STA 63+00-SR3-LT TO STA 34+00-Y7-RT FROM STA.32+47 TO STA.34+00-Y7-LT. FROM STA.29+94 TO STA.31+16-Y7-LT. FROM STA 76+78 TO STA 80+70-SR2-RT FROM STA.162+50 TO STA.162+90-L-LT. FROM STA 163+60 TO STA 165+10-L-LT FROM STA.173+00 TO STA.174+50-L-LT.
FROM STA 87+13 TO STA 91+64-SR2-RT FROM STA.175+50 TO STA.181+50-L-LT.
FROM STA 42+48 TO STA 44+20-SR6-RT FROM TA.188+00 TO STA.190+50-L-LT.
E
FROM STA 35+50 TO STA 37+03-SR7-RT FROM STA 19+69 TO STA 29+48-Y7RPC-RT
FROM STA 38+00 TO STA 41+12-SR7-RT
DETAIL X I DETAIL Z _ DETAIL AC DETAIL AD
SPECIAL CUT DITCH DETAIL Y LATERAL'V'DITCH DETAIL AA DETAIL AB SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH
(Notro scale) STANDARD BASE DITCH INot to Scale) SPECIAL CUT BASE DITCH STANDARD BASE DITCH (Nato Scale) (Notro Scale)
J From (Not ro Scale) (Nof to Scale) (Net to Scale)
N r F/ p\0 Ditch Natural Natural �, \�a`p°�
q` slope u,. Front Ground/S F Front
Groun °err E\° Natural EXISTING ROADWAY Natural Fill Natural T Natural Ground A'\ FrontDitch °B F °` S°�t Ditch
D Ground Ground Y k°r/
\ Ground 1'Ff. Slope Natural r Front f \ D -,s opy D 3' '� ch
d D o'' r b- 7 D pB Groun• 3'7 p A'1 He< Ditch y D 3 Min.D=1.5 Ft, slope �O° \ Min.D=1.0 H. Slo
Geo,exNla Min.D=3.5 Ft. EDGE OF EXISTING Min.D=2.0 H. w E\° Slope _ B=2.0 Ft. /� 8=8.0 Ft.
Min.D=2.0 H. B=4.0 Ft. TRAVEL LANE b=5.0 Ft. R:� Min.D=1.0 Ft. Min.D=2.5 FL tl
Type of Liner= Class B Rip-Rap Max.d=1.5 FI. b-6.0 Ft. B=3.0 H. 8=3.0 Ft.
FROM STA.160+50 TO STA.161+23-L-LT. FROM STA.10+69 TO STA.13+79-WBL-LT. FROM STA.16+05 TO STA.19+10-Y9RP8-LT _ AT STA 26+00-Y9-LT FROM STA.10+49 TO STA.12+75-ER8-LT. FROM STA.18+92 TO STA.19+75-Y9RPD-LT.
FROM ETA.191+00 TO ETA.192+00-L-LT. FROM ETA.17+25 TO STA.27+05-WBL-LT. FROM STA.18+50 TO STA.19+50-Y7RPA-RT. FROM STA.20+80 TO STA.21+50-Y9RPD-LT.
FROM STA.193+00 TO STA.193+53-L-LT. FROM STA.26+00 TO STA.26+50-Y9-RT. FROM STA.27+63 TO STA.28+12-SRI-LT.
FROM STA.44+20 TO STA.47+30-SRO-LT.
i DETAIL AF DETAIL AH I DETAIL Al DETAIL AK
SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT DITCH
DETAIL AE (Nett°$L°le) DETAIL AG (Not to Scale) (No,to Scale) (Not to Scale)
o SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH DETAIL Al P
\�°tot`\ From sneakier Front
I No„o Scale) Natural \ INotro Scale) Natural \ Natural E /a S'/° \
o Ground J A Fr°nr Ground 3.1
A'' Font STANDARD BASE DITCH Ground 3 \°` goat slope E��c�` Slope
0 7 D Slope p Slope (No„o Scale) / Tp A y' Ditch °�`rF/°H p p\°t-,��" p° Slope
n dl Ditch dl DRa dl { Sg6 sea*.:°r goo
Natural \ Front NaNral \ From NoNnl \ Min.D=1.5 H.
roan D A' Ditch Geoteaile roan ; p A' Dish Georoaile \ Natural Geo,ex,ile di
c Slope Slope fOYn 3' 'OU"
I e I Min.D=2.5 H. � a�� Min.D=1.5 Ft. D Min.D=2.0 H.
F.".1 Min.D=2.0 Ft. Moo.d=2.0 Ft. 1."-.1 Min.D=3.0 Ft. Max.d=1.0 H. Max.d=1.5 Ft. FROM STA 271+00 TO 275+50-L-LT
3 B=3.0 Ft. 8=3.0 Ft. B=4.0 H. B=10.0 Ft. Min.D=3.0 H. 8=4.0 Ft.
}° Type of Liner=Class B Rip-Rap Type of Liner=Class A Rip-Rap B=8.0 Ft.&VARIABLE Type of Liner=Class B Rip-Rap
S FROM STA.22+50 TO STA.24+10-SR7-LT. FROM STA.24+10 TO STA.29+26-SR7-LT. FROM STA 259+45 TO STA 260+50-L-RT FROM STA.34+78 TO STA.35+50-SR7-LT. AT STA.37+52-SR7-LT. FROM STA 257+22 TO STA 259+45-L-RT
FROM STA 29+94 TO STA 34+18-SR7-LT
0
DETAIL AQ DETAIL AR
0
SPECIAL CUT BASE DITCH PIPE OUTLET CHANNEL @ 15 STREAM
I Not to Scale) (Not to Scale)
E DETAIL AL DETAIL AM DETAIL AN DETAIL AO DETAIL AP
2 SPECIAL CUT BASE DITCH STANDARD BASE DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH Na°'al • Front D
SPECIAL CUT DITCH (Nal to s lel Ground 3 4 r; f••.�- •-�°o��Pd
(No„o Scalel LO INo„o Scale) INotro Scale) (Not to Scale) D P�°t Slop
\oto°� DiKh E N \ Natural N°tuml FrfontPr aro dl Di eOof��• H(Mai.=D+11
1 Noturol \o e`.O°s Shoulder `.oos Fronl Shoulder °. Fran, Geaeaile
\ E Sad Slope �` From Groun Groun E\ \ /S / \
y5 3./O A' 'I, Groun• ' ` Se Ditch p 3' 4./ , .°ob` Di,cn ae 4, pa b` Dikn Stream Bed Level
n Shoulder Fa r,. p \goo D ASoeX slope p p\°-); Slope e�O'r p Slope Min.D=2.0 H. Geotexfile Fabric
ww Min.D=2.0 F. \ Min.D=1.5 FL Min.D=1.5 H. Max.d=1.5 H. �Var'(Ved ariable)
wry Min.D=2.0 FL Y Min.D=1.5 H. B=3.0 Ft. )
8=4.0 Ft. B=8.0 FL I Type of Liner= Class 8 Rip-Rap
T=18"(Class I Rip Rep)
x
FROM STA 275+50 TO STA 276+00-L-LT
FROM STA 278+10 TO STA 279+96-L-LT STA.72+56-SR7- FROM STA 165+50 TO -L-RT 166+00-L-LT
FROM STA 235+50 TO 245+00FROM STA 246+50 TO 250+61-L-RT FROM STA.18+00 TO STA.18+50-Y7RPA-RT. Length -4 0 D
AT STA.82+77-L-RT
AT STA.134+77-L-LT
AT STA.144+57-L-LT
AT STA.155+00-L-RT
rg AT ETA.165+15-L-RT
3 AT STA.193+44-L-RT
AT STA.197+94-L-RT
AT STA.260+48-L-RT
AT STA.20+11-Y7RPA-LT
AT STA.59+00-SR1-RT
AT STA.66+55-SRI-RT
a5°o N AT STA.75+08-SR2-RT
AT STA.37+42-SR3-LT
Smd,...-----

°' 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
DRAINAGE DETAILS ENGENEERING License N.C.27606
No.F-0377 W-5600 2D-2
Bus: 919 851 8077
co (NOT TO SCALE) Fax: [phone] RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL AS DETAIL AT DETAIL AU DETAIL AV DETAIL AW DETAIL AX
SPECIAL CUT DITCH STANDARD 'V'DITCH STANDARD BASE DITCH BERM DITCH STANDARD BASE DITCH STANDARD BASE DITCH
(Noi ro Scale) (Not to Scale) (Not ro Scale) (Nof to Scale) 'I (Not to Scale) (Not to Scale)
R\ p(°\ Ditch Noland \ Natural p< N r Natural r•• . EXISTING ROADWAY
oun
S.1°t Sad<O Slope Natural Natural p o'' O roun ,r., roun Ground • D \ _J
Ground 3. `L' in 3 D Ground d p d b TRAVEL LANE
D \Soo Ground ,) D• �• I EDGE OF EXISTING PERMIT DRAWING
Geotexele B Min.D=2.5 R. Min.D-1.5 FI. g
Min.D=1.0 F. � - � r� �Min.D=3.0 F.Min.D=1.5 Ft. Max.d=2.0 Ft. B=4 FL 3 Max.d=2.5 Ft. SHEET OF 53
'When B is< 6.0' B=3.0 Ft. - 'When B is< 6.0' B=4.0 Ft.
FROM STA 28+62 TO STA 31+23-SR1-LT FROM STA 277+50 TO STA 278+10-L-RT lava v: d FROM STA 201+26 TO STA 201+71-L-LT 6=6.0 Ft.
FROM STA 42+16 TO STA 44+70-SR1-LT FROM STA 10+95-DR1-LT TO STA 93+50-SR2-RT Type of Liner= Class B Rip-Rap GeatextBe Type of Liner-CLASS B RIP RAP
FROM 9+ 7.9- - STA STA
-SR1-LT AT STA.11+50-DR1-LT FROM STA 168+75 TO STA 170+00-L-RT Min.D=2.0 Ft. FROM STA.13+79 TO STA.17+25-WBL-LT.
FROM STA 1S STA 11+59 0YT-LT STAO STA -SR5 -SR4-LT FROM STA 173+00 TO STA 174+86-L-RT Type of Liner B Rip Rap
FROM 11+00 TO 13+00-SRS-RT AT STA 18+79-Y7RPA-LT Max.d=1.5 H.
AT STA 47+75-SR7-LT
FROM STA.10+40 TO STA.11+02-Y7RPA-RT.
DETAIL AY FROM STA.11+54 TO STA.12+24-Y7RPA-RT.
CHANNEL CHANGE FROM STA.13+32 TO STA.14+67-Y7RPA-RT.
(Not to Scale)
'Tie to Natural Ground b
BD g
Proposed cro'^ri� DETAIL BA DETAIL BB DETAIL BC DETAIL MP
r l„r„^� -.- Fill Slope DETAIL AZ MODIFIED FALSE SUMP FALSE SUMP FALSE SUMP FALSE SUMP ro
`ro" 1',Ft f (Nof to Scale) (Not to Scale) (Not to Scale) 1 Nar la scale)
D STANDARD 'V DITCH EL.171.40' Outside Ditch
(Natm scale) STA 253+42-L-RT , Median Ditch
Coir Fiber Malting e Min.D=2 FL Exist.Channel Traffi<Flow Outside Ditch _I2,g•t
ton Bangs only) B=4 Ft. '7 2 t '7 -.I 2'-.- -' Traffic Flow ,0.1 20:)
b=10 Ft.FROM STA 199+50 TO STA 200+50-L- Natural i_ N°t••r°I •
" FROM STA 197+94 TO STA 199+50-L-and Ground g.) D ,6p Ground
ee Chart Below)-..re- 20'-.I GI GI GI
FROM STA 200+50 TO STA 201+05-L- fS- -.-5- etc. t5- etc �"S- etc.
Type of Liner=Coir Fiber Matting ��in.D=1.0 F. S=Ditch SlopeProposed Ditch S=Ditch Slope 4 Proposed Ditch S=Ditch SlopeProposed Ditch S=Ditch Slope C} Proposed Ditch
4 pose CL pose
FROM STA 197+94(171.0'RT)TO STA 201+05(145.6'RT(-L- FROM STA 54+07 TO STA 54+40-SR7-LT AT STA 253+42-L-RT Ditch Grade L Ditch Grade L STA.62+50-L-LT STA.62+55-L-RT
0.0% To 2.0% 20' Over 4.0% To 6.0% 40' STA.148+15-L-RT
Over 2.0% To 4.0% 30' Over 6.0% 50' STA.+801-7L--LT STA.230+15-L-RT
DETAIL BE _ STA.10+70-Y7LPC-RT
DETAIL BF DETAIL BG DETAIL BH STA.zt+to-L-MED STA.11+85-Y9RPC-RT STA.13+10-Y7LPA-RT
STA.32+35-L-MED STA.14+30-Y9RPC-RT STA.16+40-Y7LPA-RT
LATERAL'V' DITCH LATERAL'V'DITCH RIP RAP AT EMBANKMENT STANDARD BASE DITCH STA.36+40-L-MED STA.17+25-Y9RPC-RT STA.11+65-Y7RPA-RT
(Nof to Scale) Nor to Scale) INot to Scale) INot to Scale STA.40+65-L-MED 1 1 SST..4 -SR2- STA.18+05-Y7RPA-C RT
t D'min. Natural Natural STA.48+10-L-MED STA.44+455 -SR2-RT STA.18+05-Y7RPC-RT
Fill Nafaral Groand STA.51+45-L-MED STA.13+55-SR4-LT STA.18+65-Y7RPC-LT
Ground 1„,Ft �- Slope
Dace 1.o'min. Goan D 3� STA.62+15-L-MED STA.15+50-SR4-LT
d D slope Ground 1"df is d STA.21+65-Y9RPA-LT
d D slope Grade •
.= STA.68+15-L-MED STA.16+65-SR4-LT
Geotenile Geatextae ft Min.D=2.0 R. STA.73+15-L-MED STA.22+90-Y9RPC-LT
Min.D=1.5 FL Geoteaile Max.d=1.5 Ft.
GEOTEXTILE STA.95+65-L-MED STA.22+90-Y9RPC-RT
Min.D=1.5 I. When B is> 60' B=8 Ft STA.99+50-L-MED STA.12+85-Y9RPD-LT
Max.d=1.0 F. Max.d=1.5 Ft. Std.No.876.01 STA.102+50-L-MED STA.34+26-SR2-RT
Type of Liner= Class BRip-Rap b=10 F. 6=1D Ft. Type of Liner- 11 TONS,CL B Rip-Rop STA.109+90-L-MED STA.60+65-SR2-RT
Type of Liner= Class!Rip-Rap Geolextile= 16sy Type of Liner= Class I Rip-Rap STA.114+40-L-MED STA.65+55-SR2-RT
FROM STA 24+00 TO STA 25+50-Y7-RT FROM STA 25+50 TO STA 25+64-Y7-RT STA.198+00(175'RT)-L- FROM STA 29+32 TO STA 29+94-Y7-LT STA.118+55-L-MED STA.16+65-SR4-RT
STA.124+55-L-MED
STA.129+55-L-MED
STA.134+60-L-MED
STA.139+65-L-MED -
DETAIL BI DETAIL BJ STA.144+70-L-MED DETAIL BM DETAIL BN DETAIL BO
SPECIAL CUT DITCH STANDARD BASE DITCH DETAIL BK DETAIL BL STA.147+75-L-MED STANDARD BASE DITCH SPECIAL CUT DITCH
(Not to Scale) (Not to Ovule) STANDARD BASE DITCH STANDARD BASE DITCH STA.151+05-L-MED (Not to scale) (Not scale) SPECIAL CUT DITCH
r e Ditch Naturol Nolo. (Not to Scale) (Nof to Scale) STA.153+80-L-MED NoNrol Nafurd P (Not to Scale)
So�`o Slope Groan. ) •y'1 NaNrol 3, roun 5 ou a a�°t°>\
4 \x� T Groun• Natural Natural Ground
Groun • p \ r �S 3.7 A.\ Front Shoulder /�c?9)a F\ Front
S oulder Fo•) 6Sea d `•x roun ,6.� roun Ground D '' Ground d oe 4,°z F/o Slo Ditch 4e F/p \of So,e Ditch
a°z D \ • D d e,.D Slope g a D A': {. Slope
Min.D=1.0 Ft. 1 Min.D=1.5 Ff. "- B Min.D=2.0 Ft. o°± �h \.000
Gemedile Geoteaile
Max.d=1.5 R. Min.D=3.0 F. Geofenae Min.D=2.0 R. Max.d=1.5 Ft. Min.D=1.5 Ff. n� Min.D=2.0 R.
when B is> 6.0' B=6 Ft. B_3 Ft. Max.d=1.5 Ft. When B is> 6.0' B=5 F.
FROM STA 250+61 TO STA 252+00-L-RT Std.No.876.01 _ When B is>6.0' B=Variable 5-10 Ft Std.No.876.01 FROM STA 56+00 TO 57+50-L-LT FROM STA 250+61 TO 252+68-L-RT
FROM STA 252+00 TO STA 254+00-L-LT FROM STA 170+00 TO STA 173+00-L-RT std.No.876.01 FROM STA 58+50 TO 61+00-L-LT
FROM STA 17+53 TO STA 18+53-Y9RPA-LT Type of Liner= Class IRip-Rap Type o(Uner= Class IRip-Rap
FROM STA 22+17 TO STA 25+50-Y9RPA-LT FROM STA 174+50 TO STA 174+86-L-RT Type of Liner= Class II Rip-Rap AT STA 168+80-L-RT
FROM STA 20+79 TO STA 24+89-Y9RPC-LT AT STA 168+80-L-RT
FROM STA 22+00 TO STA 24+00-Y9RPD-RT
DETAIL BS DETAIL BT DETAIL BU DETAIL BV
DETAIL BP DETAIL BQ DETAIL BR LATERAL BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT DITCH SPECIAL CUT BASE DITCH
SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH (Nono scale) Worm scale) (Not ro scale) (Not to scale)
1 Not to style) (Nof to Scale) (Nof fo Scale) From
c From t Front b tF\SaZ``p°S DBch
1 \ FraM 1 Natural r- Natural \NO. Fran) Natural A'1°-I- Slope Nofuml A.\ Front
tF\ to° Ditch o1F\Sow°°` Slope N , 1°tF\mo o°5 Dish Ground 3� 1 F° S Ground 3;7 \So° Ground J.) Slope
i Ground 9� ` A'�o'I•'S SIoPe 4 3_� 3�, o} ) D 3'. 1"/Ft. Fill Groun D SIN.12'.- Dikh D D Ditch
See Solder Foos. Sae Ground 6.�7 D Se Slope Slope dl
c D \ ye D \ , Min.D=2.0 F. V' Min.D=1.5 Ff.
Min.D=1.5 F. Min.D=1.0 Ft. Min.D=2.0 Ft. 1111
U Min.D=2.0 F. Geaexlne
B=8.0 Ft.
6=0 R. B F Min.D=2.5 Ft.
-8.0 . FROM STA.11+50 TO STA.13+80-Y4-RT Max.d=2.0 R.
FROM STA.23+00 TO STA.25+50-Y9-RT
FROM STA 10+00 TO STA 11+49-Y7LPA-LT FROM STA 15+52 TO STA 16+52-Y9RPA-LT FROM STA 12+01 TO STA 16+05-Y9RPB-LT FROM STA 22+19 TO STA 24+69-SR1-LT FROM STA.58+98 TO STA.62+60-SR1-LT B=10.0 R.
FROM STA 10+00 TO STA 11+48.78-Y9RPC-RT Type of Liner=Class B Rip-Rap
FROM STA.49+21 TO STA.55+18-SR2-RT
3 FROM STA 63+98 TO STA 65+45-SR2-RT FROM STA.80+70 TO STA.84+67-SR2-RT FROM STA.35+50 TO STA.37+44-SR7-LT.
DETAIL BW DETAIL BX DETAIL BY FROM STA 92+99 TO STA 97+30-SR2-LT
SPECIAL CUT DITCH LATERAL'V'DITCH LATERAL BASE DITCH DETAIL BZ DETAIL CA FROM STA.93+50-SR2-RT TO STA.18+20-Y5-RT
(Not to Scale) (Nor to scale) INotro Scale) STANDARD BASE DITCH LATERAL'V' DITCH FROM STA.10+40-SR3-RT TO STA.17+50-YS-LT
(Nmro style) FROM STA.10+40 TO STA.13+50 SR3-LT
E Front b (Not to stole)
,+. s FROM STA.56+50 TO STA.63+00-SR3-RT
f t, Flo a°j A'�fat SIo1re Natural Natural FROM STA.31+00 TO STA.40+49-SR6-RT
G croon -" F\o Natural Fill Groand 1°ar. Fin r° ♦ Groan i_ FROM STA.47+30 TO STA.49+40-SR6-RT
D Ground 1"R+. slope J7 p °'` slope �� N°Coral t- Fill FROM STA.14+13 TO STA.17+00-SR7-LT
< d D Ground 1"Fd. Slope
� e�� Min.D=1.5 Ft. ') D FROM STA.23+00 TO STA.27+00-SR7-RT
Geotemae Min.D=1.5 R. I--"--1 B=3.0 R. Min.D=1.5 Ft. B FROM STA.29+00 TO STA.31+00-SR7-RT
Mn.D=2.5 R. b=5.0 Ff. B=3.0 R. Min.D=1.0 F. FROM STA.56+57 TO STA,57+57-SR7-LT
c I Type of Liner= Class A Rip-Rap Max.d-2.0 F. l b=5.0 F. 6=5.0 Ft. FROM STA.70+96 TO STA.72+40-SR7-RT
c FROM STA 54+42 TO STA 55+57-SR7-LT
FROM STA.31+50 TO STA.35+50-SR7-RT FROM STA 47+57 TO STA 47+78-SR7-LT FROM STA 55+57 TO STA 56+07-SR7-LT
FROM STA 260+50 TO STA 261+50-L-LT FROM STA 51+07 TO STA 54+07-SR7-LT
DETAIL CB DETAIL CC DETAIL CD DETAIL CE
STANDARD BASE DITCH STANDARD BASE DITCH PIPE OUTLET CHANNEL @ IS STREAM STANDARD BASE DITCH
(Nono Style) (Not to Scala) (Not to Scale) (Nof la Stole)
Noun 1 Natural Natural Natural Natu EXISTING ROADWAY
N��.� ��. D �� N6�at P Ground .'\ I�-
• ') D 9'1 Groun• D \ Groun• G ri rM o " Tiroand dl 6''t \EDGE OF EXISTING 2
n d dl TRAVEL• 4,4�a•'�H(Max.=D+Tf B Min.D=3.0 Ft. LANE
- Geote.tile Min.D=3.0 Ft. Geotexele n Min D-3.0 Ft. Max.d=2.5 R.
Max.d=2.5 F. Max.d=3.0 H. Stream Bed Level 'When B is< 6.0'
'when B is< 6.0' 8=3.0 Ft. 'When 8 is< 6.0' B=Variable 3 to 10 Ft Geotextile Fabric B=4.0 Ft.
Bed Width 6=6.0 Ft.
3 Type of Liner= Class B Rip-Rap Type of Liner= Class B Rip-Rap (Variable) Type of Liner=CLASS B RIP RAP
FROM STA 54+18 TO STA 54+41-SR7-LT FROM STA 54+41 TO STA 54+52-SR7-LT T=12"(Class B Rip Rap) FROM STA.201+05 TO STA.201+41-L-LT.
Length=4 X D
AT STA 66+55-SR1-RT
, o

o' 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
Raleih27606
DRAINAGE DETAILS ENGIET
NEERING License No.F-0377 W-5600 20—3
Bus: 919 851 8077
co (NOT TO SCALE) Fax: [phone] RN/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 4 OF 53
DETAIL 2076A DETAIL 513A DETAIL 500514
INLET CHANNEL TYPICAL INLET CHANNEL TYPICAL (NOT TO SCALE)
(LT TO RT LOOKING DOWNSTREAM) (LT TO RT LOOKING DOWNSTREAM) SKEWED MULTI-BARREL CULVERT
(NOTT TO TO SCALE) COIR FIBER MATTING (NOTT TOO SCALE) COIR FIBER MATTING
EXCAVATE ON BENCH EXCAVATE— ON BENCH LOW FLOW CHANNEL SILLS
CLASS I RIP RAP CLASS I RIP RAP
TRANSITION FROM WITH GEOTEXTILE TRANSITION FROM WITH GEOTEXTILE
EXISTING CHANNEL BED N.G. DEPTH VARIES EXISTING CHANNEL BED N.G. DEPTH VARIES AND FLOOD PLAIN
ELEV.TO BED ELEV.AT ELEV.TO BED ELEV.AT
11
CULV 2076 INLET CULV 513 INLET
ELEV.= 233.0'TO 'l+ l ELEV.= 184.3'TO 1 2':\
ELEV = 232.94' ELEV = 183.6'
CLASS I RIP RAP 1' CLASS I RIP RAP 1• `NOTES:
WITH GEOTEXTILE WITH GEOTEXTILE
PROPOSED GROUND PROPOSED GROUND 1)NATIVE MATERIAL BETWEEN SILLSBAFFLES
CHANNEL WIDTH BENCH WIDTH VARIES CHANNEL WIDTH VARIES BENCH WIDTH VARIES IN THE CULVERT SHALL PROVIDE A
5'(SEE PLAN VIEW) (SEE PLAN VIEW) FROM EXISTING WIDTH (SEE PLAN VIEW) CONTINUOUS LOW FLOW CHANNEL.NATIVE
TO 10'(SEE PLAN VIEW) MATERIAL CONSISTS OF MATERIAL THAT IS r-10.0' 1.I
CLASS I RIP RAP CLASS I RIP RAP EXCAVATED FROM THE THE STREAM OR
WITH GEOTEXTILE WITH GEOTEXTILE FLOODPLAIN AT THE PROJECT SITE DURING A
'LAID BACK RIP RAPPED SLOPED WHERE CHANNEL WORK CONSTRUCTION.ONLY MATERIAL THAT IS
DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) EXCAVATED FROM THE STREAM BED MAY 1
Est CI I RR-17 Tons;Est GeoTextile Fabric-42 sq.yd. Est CI I RR-55 Tons;Est GeoTextile Fabric-130 sq.yd. BE USED TO LINE THE LOW FLOW CULVERT
Est DDE-22 cu.yd.;Est Coir Fiber Matting -17 sq.yd. Est DDE -65 cu.yd.;Est Coir Fiber Matting -28 sq.yd. BARREL.RIP-RAP MAY BE USED TO
SUPPLEMENT THE NATIVE MATERIAL IN THE
FROM 20 FT.U5 OF PROPOSED INLET CULVERT 2076 TO PROPOSED INLET CULVERT 2076 FROM 42 FT.U.S OF PROPOSED INLET CULVERT 513 TO PROPOSED INLET CULVERT 513 HIGH FLOW CULVERT BARRELS).IF RIP-RAP
IS USED TO LINE THE HIGH FLOW CULVERT
BARREL(S),NATIVE MATERIAL SHOULD BE 7.0'
PLACED ON TOP TO FILL VOIDS AND
PROVIDE A FLAT SURFACE FOR ANIMAL T HIGH SILL
PASSAGE.NATIVE MATERIAL IS SUBJECT
TO APPROVAL BY THE ENGINEER AND MAY
BE SUBJECT TO PERMIT CONDITIONS.
2)SILLS ARE TO BE 1.0 FT.WIDE,CAST 2,0'
SEPARATELY AND ATTACHED BY DOWELS. r
3)TOP OF LOW FLOW SILLS SHOULDt
DETAIL 2076B DETAIL 513B MATCH STREAM BED ELEVATION IN LOW
OUTLET CHANNEL TYPICAL CHANNEL TYPICAL FLOW CHANNEL OF STREAM.(THALWEG) SILLS O
(LT TO RT LOOKING DOWNSTREAM) (LT TO RT LOOKING DOWNSTREAM) 4)DO NOT SET ELEVATION OF HIGH SILLS INLET AND OUTLET
(NOT TO SCALE) COIR FIBER MATTING (NOT TO SCALE) ABOVE BANK FULL.
EXCAVATE ON BENCH
CLASS I RIP RAP 5)NUMBER OF SILLS DETERMINED BY THE
TRANSITION FROM WITH GEOTEXTILE
OUTLET OF CULV 2076 EXCAVATE CLASS I RIP RAP ENGINEER.
BED ELEV.TO N'G. ` FILL IN EXISTING WITH GEOTEXTILE Te
\ CHANNEL
PROPOSED CHANNEL BED 11
ON BENCH AND BANKS
ELEV.= 232.7'TO ?', ')::‘ CLASS I RIP RAP
ELEV= 232.4' ON BANK WHERE Noturo/ DEPTH VARIES
CLASS I RIP RAP SHOWN IN PLAN Grou°
WITH GEOTEXTILE 1 VIEW e-
PROPOSED GROUND EXISTING CHANNEL // e 1= _ .r TB
CHANNEL WIDTH BENCH WIDTH VARIES BED ELEV. 1� 10 LOW w`o g W `gFLOW CHANN L*:*_'
5'(SEE PLAN VIEW) (SEE PLAN VIEW) l��••- `� ° 71 ��/••`NEC
(H4
EXISTING CHANNEL N'''" - ' 't'.. 4'.L ''e e -,. �•.. l}`.T��..-..S�i' � v. --..,�
SIDE SLOPE —BENCH WIDTH t �f ' ��
CLASS I RIP RAP 10'(SEE PLAN VIEW) ♦ , BACK FILL WITH NATIVE MATERIAL TO
WITH GEOTEXTILE ♦ -—
, 14 �c: SILL HEIGHT t ♦ �;;�
Est CI I RR-43 Tons;Est GeoTextile Fabric-102 sq.yd. .;"4%' ;;; '...-I , gi
4 Est DDE-62 cu.yd.;Est Coir Fiber Matting -26 sq.yd. Est CI I RR-283 Tons;Est GeoTextile Fabric-400 sq.yd.
- Est Fill-49 cu.yd. Est DDE-450 BA.yd. ire SILL a/
-re
FROM PROPOSED OUTLET CULVERT 2076 TO 46 FT.DS OF PROPOSED OUTLET CULVERT 2076 FROM OUTLET CULVERT 513 TO 108 Ft.DOWNSTREAM re
> FLOOD PLAIN NO SILLS REQUIRED IN THE LOW FLOW BARREL FLOOD PLAIN
BENCH BENCH
3 PLAN VIEW
9n3
3
E
DETAIL 2076C DETAIL 514A DETAIL 514B
i OUTLET CHANNEL TYPICAL CHANNEL TYPICAL OUTLET CHANNEL TYPICAL
o (LT TO RT LOOKING DOWNSTREAM( (LT TO RT LOOKING DOWNSTREAM) (LT TO RT LOOKING DOWNSTREAM)
o (NOT TO SCALE) (NOT TO SCALE) COIR FIBER MATTING (NOT TO SCALE) COIR FIBER MATTING
1 EXCAVATE ON BENCH EXCAVATE ON BENCH
E EXCAVATE CLASS I RIP RAP WITH GEOTEXTILE
i TRANSITION FROM IIBY_II WITH GEOTEXTILE TRANSITION FROM OUTLET I11 CLASS I RIP RAP
Ngtur°/ OUTLET OF CULV 513 Noturo/ I DEPTH VARIES OF PROPOSED RCBC TO N.G. I DEPTH VARIES
TRANSITION FROM Ground FILL IN EXISTING BED ELEV.TO Grou° APPROX.73'DOWNSTR u PROPOSED CHANNEL CHANNEL
f- BED ELEV.= 232.4'TO CULV 514 INLET BED OF OUTLET FROM OUTLET
PROPOSED CHANNEL �'l ti' ELEV.= 183.2'TO ?'l, • ELEV = 181.4'to BED s'?' •
BED ELEV = 232.1' ELEV = 181.9' ELEV.= 180.7'
CLASS I RIP RAP CLASS I RIP RAP p CLASS I RIP RAP p
WITH GEOTEXTILE WITH GEOTEXTILE WITH GEOTEXTILE
PROPOSED GROUND PROPOSED GROUND PROPOSED GROUND
t.
CHANNEL WIDTH CHANNEL WIDTH BENCH WIDTH VARIES CHANNEL WIDTH VARIES FROM BENCH WIDTH VARIES
5'(SEE PLAN VIEW) 10'(SEE PLAN VIEW) (SEE PLAN VIEW) 10'WIDE AT OUTLET TO FROM 0'TO 8.5'
EXISTING CHANNEL WIDTH (SEE PLAN VIEW)
- CLASS I RIP RAP CLASS I RIP RAP (SEE PLAN VIEW) CLASS I RIP RAP
WITH GEOTEXTILE WITH GEOTEXTILE WITH GEOTEXTILE
'LAID BACK RIP RAPPED SLOPE WHERE CHANNEL WORK
3 Est CI I RR-34 Tons;Est GeoTextile Fabric-71 sq.yd. DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) 'NOTE TRANSITION ALONG EXTENTS 2:1 SLOPE TO EXISTING BANK SLOPE
Est DDE-55 cu.yd.;Est Fill-10 cu.yd. Est CI I RR-162 Tons;Est GeoTextile Fabric-278 sq.yd. Est CI I RR-192 Tons;Est GeoTextile Fabric-393 sq.yd.
Est DDE-354 cu.yd.;Est Coir Fiber Matting -57 sq.yd. Est DDE -736 cu.yd.;Est Coir Fiber Matting -40 sq.yd.
FROM 46 FT.DS OF PROPOSED OUTLET CULVERT 2076 TO FROM 108 Ft.DOWNSTREAM OF CULVERT 513 OUTLET TO INLET CULVERT 514 FROM CULVERT 514 OUTLET TO APPROXIMATELY 73'DOWNSTREAM
0 81 FT.D5 OF PROPOSED OUTLET CULVERT 2076
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1223R Jones aegh,N.C.27606 PROJECT REFERENCE NO. SHEET NO.
N.
ETHERILL Bus: 9198518077
PERMIT DRAWING z ENGINEERING license No.F-0377 w600RNV EET NO. 6
D \ Fax: [phone]
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(� CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
100' 0' 100' `-"-
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TRANSPORTATION PLANNING/DESIGN-BRIOGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
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PERMIT DRAWING
SHEET 30 OF 53
(-)200 (-)150 (-)100 (-)50 c 50 100 150 200
-L- STA. '55-+0 .4
S(EW = -8-9° 3' 56" (EXISTING SC W)
PROP. GRADE- 194.75'
EXTEND EXIST. @ 10' X 6' RCBC 2 @ 10' X 6' RCBC AT
INLET W/6" ELED HW (NO SILL & NON BURIED)
2 00 NORMAL TO3:1 FILL SLOPES
ALIGNMENT PROPOSED RO AY SECTION
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0 1 NWS (DATE F SURVEY 6/22 /2017) = 185.0'
AT EXISTING U VERT INLET
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Jones PROJECT REFERENCE NO. SHEET NO.
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ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN-BRIOGE/STRUCTURE DESIGN ENGINEER ENGINEER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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SHEET 31 OF 53
(-)250 (-)200 (-)150 (-)100 (-)50 50 100 150 200 250
—Y7— STA_ 28+84
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing Channel Channel
Permanent Excavation Mechanized Clearing Permanent Temp. Channel Channel Relocation Stabilization
Site NRTR Station Structure Fill In in Clearing in SW SW Impacts Impacts for for
No. ID (From/To) Size / Type Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Streams Streams
(ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) (ft)
1 SB -L- 45+66 3@ 6'x6' RCBC 121 18 32
1A SB -L- 43+84 to 46+55 Toe Protection 0.66 0.07 0. 14
1 B SB -L- 43+45 to 46+14 Toe Protection 0.09 0.08 0.05
2 WT -L- 62+33 RR pad < 0.01 < 0.01 < 0.01
3 SC/SF -L- 77+24 to 79+70 42" PIPE / 36" PIPE 82 40 198 14
3A SC/SF -L- 79+13 to 79+94 ditch/RR 0.02 0.01 0.02
4 SD -L- 82+56 to 84+70 42" PIPE 42 20 23
4A SD -SR1 - 64+00 to 66+56 Outlet protection < 0.01 < 0.01
4B SD -L- 83+5 to 85+20 Fill & Erosion Control < 0.01 0.07 0.07
5 WI -L- 112+30 to 113+33 Easement 0.02
6 WK -L- 113+00 to 115+33 48" PIPE < 0.01 0.04
6A WK -L- 113+50 to 124+50 SR3 1 .84 0.45
7 SG -L- 134+00 2x48" PIPE to 42" PIPE 84 42 41
8 SH -L- 144+60 36" PIPE 125 10
8A SH -L- 143+91 to 144+94 Toe Protection < 0.01 0.02
8B SH -L- 144+28 to 144+69 -Y7RPC- 0.02 < 0.01
9 WL -SR3- 46+72 to 49+07 -SR3- 0.39 0.03 0. 14
10 SI -L- 148+30 to 158+45 @10'x6' RCBC to 2@10'x7' RCB 95 92 75 285
10A SI -L- 148+30 to 154+00 Toe Protection 0. 11 0. 14
10B SI -L- to 160+00 to 162+75 RR Fill slope 0.03 0.05
11 SM -L- 164+50 72" PIPE to 72" PIPE 0. 13 157 83 57
11 A SM -L- 160+23 to 162+73 RR Fill slope/Culvert phasing 0.20 0.07 0.06
11 B SM -L- 165+25 Outlet protection < 0.01 0.02
12 PF -Y7RPA- 18+00 Drain and Fill pond 0.09
13 SP -L- 193+54 36" PIPE 63 40 27
13A SP -L- 193+54 Bore Pit < 0.01 0.06
14 SN/SR -L- 197+60 to 202+52 72" PIPE 436 30 65 44
14A SN/SR -L- 197+60 to 202+52 Fill & Ditch 0.55 0.04 0. 11 0.05
14B SN/SR -L- 201 +43 to 202+54 Ditch & Erosion Control 0.04 0.03 0.03
15 SO -L- 222+72 LT 48" PIPE 0. 10 0.03 0.04
16 ST -L- 222+72 RT / SR6 15+50 48" PIPE 0.22 0.06 0.04
17 SQ -L- 260+14 36" RCP 97 20
TOTALS*: 4.20 0.22 1 .41 0.48 I 0.22 1302 395 338 523
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
8/ 16/2018
Johnston Co.
W-5600
50056. 1 . 1
Revised 2013 10 24 SHEET 53 OF 53

m f/ 1
(� 7 STATE STATEPROJECT REFERENCE No. ���T TaT�
STATE-l.:s OF NORTH CAR®_L.eINA �o SHEETS
m
W-5600
� � �a DIVISION OF HIGHWAYS
l', 50056.1.1 HISP-0070(163) PE
tillia
I1111bAPAIII,
� �� 50056.2.1 HISP-0070(163) ROW
50056.2.2 HISP-0070(163) UTIL.
o . 'I°s-i COUNTY
I m JOHNSTONl
O , 'frigkap‘' ./
LOCATION: US 70 FROM EAST OF US 70 BUSINESS
O
CI � TO WEST OF NEUSE RIVER. BUFFER DRAWING
SHEET 1 OF 15
BUS �old
• • ; � e 6 �"4' ' l�'! O TYPE OF WORK: GRADING,DRAINAGE, PAVING, STRUCTURES,
�� �� 04:Lig or,e0A1* RETAINING WALLS, & CULVERTS.
44 "441 - � �VV
END BRIDGE
0111%) .4011 s vl t, Alie r \
eti1, -L-STA.217+82.76
BUFFER IMPACTS PERMIT
I�. ITHFI �Q
`
�,,�' Po P. y� \-\°??)
SITE 17
1SITE 10 SITE 14A imiiii
VICINITY MAP BEGIN CONSTRUCTION BEGIN CONSTRUCTION SITE 1 ' 26 -L- SR 1914
J -Y7- STA.14+20.00 -Y9- STA.14+90.00 (US 70) (BEAR FARM
See Sheet 1-A For Index of Sheets RD.)
See Sheet 1-B For Conventional Symbols -Y7- SITE 11
(SR1501 SWIFT CREEK RD.) 21 23 24
25
C : I V 4
-Y4- -L- _',7- . '.2.+00.00 *. + �—
( 15 direll �.!►,r� '.��� -_
MILLSI �LSON _ _ -� �
0 BEGIN TIP PROJECT W-5600 (US 70) - - SR7- r '
ter. cry '_.
L -L- STA. 19+00.00 O Iti,, ` ® 1$ �%j��; �� ' � re
a) 9 1 11 12 13 14 f 4 16 1
J, , � /� / � 2 2 To�95
11 C _ _ #py
I N\ % �. ��1- 1 SR 1915
o �S '3 .� '� + _ "� END CONSTRUCTION • ',f 'I.
-Y9- STA.28+00.00
•0 N.
SITE 7 SITE 12
L,_1 /�\ -YS-(SR 7907 END BRIDGE Y- s, -1,9-
od • /' / STRICKLAND RD.) • :+11.11 SITE\ 13
`� ��� (SR1913 WILSON'S MILL RD.)
iL TO 1-40 b
N - BEGIN BRIDGE
o / �` END CONSTRUCTION ys Lr sTA.zr6+so.96
3,r) ,4 •% -Y7- STA.39+00.00 _ s Si
L 3 �" SITE 4 w1tis��' .vlr 1z
1 N �� - TO
om END TIP PROJECT W-5600
r� -L- STA. 281+85.00
ca SITE 1
ca
op
�a
CC
H THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
In C
1-o
*5 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
0-cw
1- A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILSON'S MILLS. DOCUMENT NOT CONSIDERED FINAL
cl L.` • UNLESS ALL SIGNATURES COMPLETED
IIII
P.epa.ea r8e olh e l Preparea f HYDRAULICS ENGINEER
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ETHERILL DIVISION OF HIGHWAYS
-`o ENGINEERING in DIVISION 4
= ADT 2020 = 30,700 1223 Jones Franklin Rd.Raleigh,N.C.27606
50 25 0 50 100License No.F-o377 509 ,oWard NC,Boulevard ®� Bll®$Prp
o L■ ■J ADT 2040 = 45,400 w,eson s
■ 1 ■ 11 % Bus: 919.851.8077 Fax: 91 TION8107 �� 1.®
p K = 8 20I8 STANDARD SPECIFICATIONS o
�I PLANS D = 55 % LENGTH ROADWAY TIP PROJECT W-5600 = 4.959 MILES BOB A.MAY, PE Pam. ® .
,o LENGTH STRUCTURE TIP PROJECT W-5600 = 0.019 MILES RIGHT OF WAY DATE: SIGNATURE: iR .
Lo 50 25 0 50 100 % * PROJECT ENGINEER
3 `1 11 \ T = 14 MARCH 2,2018 ROADWAY DESIGN �
V = 70 MPH TOTAL LENGTH TIP PROJECT W-5600 = 4.978 MILES ENGINEER
q '�I PROFILE (HORIZONTAL) * TTST = 8% DUAL = 6% LETTING DATE: JONATHAN HEFNER,PE ��� ®���
O10 5 0 10 20 FUNC. CLASS = INTERSTATE SEPTEMBER 17,2019 PROJECT DESIGN ENGINEER ®a 4nRO
` 1I11 � �o"o V NCDOT CONTACT: MATE CLARK, PE
'' °g PROFILE (VERTICAL) DIVISION PROJECT MANAGER P'E'
S 02 m d -1 SIGNATURE: J\

°' 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
DRAINAGE DETAILS ENGIINEERING Licene N.C.27606
No.F-0377 W-5600 20 /
flilliplIFFI Bus: 919 851 8077
co (NOT TO SCALE) Fax: [phone] RN/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
-
DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E DOCUMENT NOT CONSIDERED FINAL
SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH UNLESS ALL SIGNATURES COMPLETED
I Nof to Scale) INof to Scale) (Nat to Sc°le) INof to Scale) (Not la Scale)
1 E\60°LI`p0 DZI: c\Ir' , DN<h cE\il5P
°t\o°\ DhM1 Pro 1 Na
Ni, S Natural ____L \ Sate, SIape Natural \ (E\6\ S°SS°°� BUFFER DRAWING
t. 9 Min.D=1.5 Ft. °g/ \ Min.D=1.0 Ft.
FROM STA.22+00 TO STA.29+00-L-ET FROM STA.25+50 TO STA.36+00-L-LT. FROM STA.19+10 TO STA.20+50-Y9RP8-LT FROM STA 54+00 TO 56+00-L-LT FROM STA 14+50 TO 15+50-Y7LPA-RT SHEET 2 OF 15
FROM STA.11+00 TO ETA.11+50-Y4-RT FROM STA.103+50 TO STA.105+00-L-LT FROM STA.18+00 TO STA.20+90-SR2-LT FROM STA 23+20 TO 24+25-Y9RPB-RT
FROM STA.12+35 TO STA.13+00-Y5-RT. FROM STA.278+10 TO STA.280+00-L-RT.
FROM STA.12+35 TO STA.13+00-Y5-LT. FROM STA.91+64 TO STA.92+50-SR2-RT
FROM STA.19+00 TO STA.23+00-Y7-RT.
FROM STA.34+00 TO STA.36+00-Y7-LT.
FROM STA.33+00 TO STA.34+00-Y7-RT.
FROM STA.36+10 TO STA.38+50-Y7-RT.
FROM ETA.14+90 TO STA.16+00-Y9-RT DETAIL I DETAIL J DETAIL K
FROM STA.16+50 TO STA.19+00-Y9-LT DETAIL F DETAIL G DETAIL H SPECIAL CUT BASE DITCH LATERAL BASE DITCH SPECIAL CUT BASE DITCH
FROM STA.24+20 TO STA 25+90-Y9RPA-RT (Notm Scale) (Nona Scale) INo,m Scale)
AT STA 23+70.48-Y9RPB-LT TOE PROTECTION SPECIAL CUT DITCH SPECIAL CUT DITCH b
FROM STA.23+85 TO STA.25+20-Y9RPC-RT (Nmm Scale) (Not to Scale) (Not,°scale)STA.66+25 TO STA.66+70-SR1-LT \ From Natural >°++8`. \ From Natural
_.---
FROM Natural Front
FOM STA.55+18 TO STA.58+28-SR2-RT \�e8 P' E\°H�'`°°s Dikn Groan, E et,
Ground \ 1,F1. Fin \ Da<h
E Shoulder /S 3:)or 6.\ Front 1 c <�ad' :r \°` S° Ditch I p 3' Groun• .1 5'
Sla D 3' X slo D
FOM STA.92+50 TO STA.96+87-SR2-RT Natural .6.>°`\o9a °e Ditch N r r \°X °° \pe slope Min.D=1.0 F. Fe slope
FOM STA.10+40 TO STA.17+00-SR3-RT Ground b E`\S k6 0OM STA.13+50 TO STA.16+00-SR3-LT. °C!b°� Min.D=1.5 F. B=3.0 Ft. Q Min.D=1.5 F.
FROM STA.52+00 TO STA.56+50-SR3-LT. d Min.D=1.5 Ff. Min.D=1.0 F. 8=8.0 Ff. 6=5.0 Ft. B=4.0 Ff.
FROM STA.54+00 TO STA.56+50-SR3-RT d=2 Ft.
FROM STA.60+80 TO STA.63+00-SR3-LT b=4 I. Geoexrile
FROM STA.63+00 TO STA.63+85-SR3-RT FROM STA 54+00 TO 56+00-L-RT FROM STA.22+00 TO STA.27+76-Y7RPA-RT. FROM STA.75+60 TO STA.24+20- RT FROM STA 28+30 TO STA.31+50-SR3-LT. FROM STA 36+23 TO STA 40+00-L-LT
Type of Liner- Class B Rip-Rap FROM STA 66+50 TO 69+00-L-RT FROM STA.22+00 TO STA.23+30-Y9RP0.LT. FROM STA.75+60 TO STA.76+29-SR2-ER2-R RT
FROM STA.13+25 TO STA.15+40 SR7-RT
FROM STA.16+50 TO STA.17+50-SR7-RT FROM STA.113+49 TO 114+50-L-RT.
FROM STA.20+50 TO STA 23+00-SR7-RT FROM STA.143+82 TO 144+94-L-LT.
FROM STA.21+00 TO STA.22+00-SR7-LT. FROM ETA.149+00 TO 154+15-L-LT.
FROM STA.38+20 TO STA.40+25-SR7-LT FROM STA.197+64 TO 199+00-L-RT.
FROM STA.41+10 TO STA.43+07-SR7-LT FROM STA.200+74 TO 201+99-L-RT.
FROM STA.72+48 TO STA.74+60-5R7-RT FROM ETA.18+00 TO STA.22+80-Y7RPA LT.-
FROM ETA.10+60 TO ETA.11+14-SR8-RT FROM STA.21+35 TO STA.22+50-Y7RPA RT.- DETAIL L DETAIL M DETAIL N DETAIL O DETAIL P
FROM STA.11+00 TO STA.12+55-SR9-LT FROM ETA.16+75 TO 17+06-Y9-RT.
FROM STA.11+25 TO STA.12+55-SR9-RT FROM STA.25+17 TO 26+60-SR1-LT. SPECIAL CUT BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH
FROM STA,10+55 TO STA,11+40-DR1-RT. FROM STA.26+96 TO 27+62-SR1-LT. INof 1°Scale) (Nof to scale) (Not to Scale) (Not to Scale) (Not.Scale)
FROM ETA.10+50 TO STA.10+95-DR1-LT. FROM STA.51+32 TO 52+27-SR1-RT. b b
FROM STA,36+24 TO 38+15-SR2-RT,
FROM STA.38+55 TO 38+88-SR2-RT. Pra ease Fronr N 1 N.r°I --- Natural Front Natural From
FROM STA.75+13 TO 75+59-SR2-RT. n A\ate DRm Gro"" 3.7 D gJ 1°61. F11 Groun 3'7 3d TA,. Fill roan 3:7 5'> Dicn 5'> Ditch
'Cpy�rr D F� t Slope Min.D=2.0 Ft. Slope pI Min.D=2.5Ft. Slope F°6@�r D D
FROM STA.17+00 TO 28+82-SR3-RT. ou e ° I e / smile slope
FROM STA.18+10 TO 28+32-SR3-LT. W e e
FROM STA.46+71 TO 50+26-SR3-RT. I.".I Min.D=1.5 H. B=3.0 Ft. B=8.0 Ft. I� Min.D=2.5 Ff. Min.D=2.5 H.
FROM STA.47+00 TO 50+20-SR3-LT. B=4.0 F. b=5.0 F. 6=5.0 Ft. B=3.0 Ff. B=VAR.3.0 to 6.0 Ff.
FROM STA 40+00 TO STA 41+00-L-LT FROM STA.65+90 TO STA.70+38-SR2-RT. FROM STA.70+87 TO STA.72+05-SR2-RT. FROM STA 101+00 TO STA 112+50-L-RT FROM STA.112+50 TO STA.113+04-L-RT.
FROM STA 256+50 TO STA 257+22-L-RT
-
DETAIL R DETAIL S DETAIL T
DETAIL Q SPECIAL CUT BASE DITCH LATERAL BASE DITCH SPECIAL CUT DITCH DETAIL U DETAIL V
I Not to Scale) IN°„°scale) /N°t to Scale) DETAIL W
SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT DITCH wMINGE
(Nat to Scale) b t Fron, (Nat.Scale) (Nat to Scale)
Natural .\o` From Na,ur°I Mich (Not to Scale)
Ground 3.7 ex Slope Ground 3./ �\ Fill Namr p�° Slope
Nat,°`\ D OdO D 1�' Slope Ground 3; \'°t Natural
Natural °,.8 Front d{ Ditch d 7 p E° Natural \ Front Natural \ Front Ground
Groun. D p.\ 4'Sm Ditch Groun q. A'' Dikh Groun A' Ditch j
SIape Ga°,ex,ile GeohMile Id
Min.D=2.0 Ft. D Slope D slope \a` From
w `� Min.D=2.0 Ff. Min.D=2.0 F. q,7 D A'\ge` Ditch
Y Min.D=2.5 F. Max.d=1.5 Ft. omen B i,> 6.0• Max.d=1.5 F. FROM STA.161+23 TO STA.162+00-L-LT a Min.D=1.5 Ff. a Min.D=1.0 F. E° slope
B=3.0 Ft. St4 No.876.01 B=8.0 Ft. B=8 Ft. B=14.0 Ft. I 6.0• I-
8=4.0 F. FROM STA.262+00 TO STA.275+00-L-RT Min.D=1.5 Ft.
Type of Liner=Class B Rip-Rap Type of Liner=Class I Rip-Roil b=5.0 Ff. FROM STA 280+00 TO STA 281+00-L-RT -
FROM STA 63+00-SR3-LT TO STA 34+00-Y7-RT FROM STA.32+47 TO STA.34+00-Y7-LT. FROM STA.29+94 TO STA.31+16-Y7-LT. FROM STA 76+78 TO STA 80+70-SR2-RT FROM STA.162+50 TO STA.162+90-L-LT. FROM STA 163+60 TO STA 165+10-L-LT FROM STA.173+00 TO STA.174+50-L-LT.
FROM STA 87+13 TO STA 91+64-SR2-RT FROM STA.175+50 TO TA.181+50-L-LT.
E
FROM STA 42+48 TO STA 44+20-SRO-RT FROM STA.188+00 TO TA.190+50-L-LT.
FROM STA 35+50 TO STA 37+03-SR7-RT FROM STA 19+69 TO STA 29+48-Y7RPC-RT
FROM STA 38+00 TO STA 41+12-SR7-RT
DETAIL X I DETAIL Z _ DETAIL AC DETAIL AD
SPECIAL CUT DITCH DETAIL Y LATERAL'V'DITCH DETAIL AA DETAIL AB SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH
(No1N Scale) STANDARD BASE DITCH Watt°Scale) SPECIAL CUT BASE DITCH STANDARD BASE DITCH (Nato Scale) (Not,o Scale)
3 From (Not m Scale) (Nof to Scale) (Nat to Scale)
N r F/7 p.\a Ditch Natural Natural 37 \lac o°`
q` slope and From Ground/S F Front
Groun °err E\° Natural EXISTING ROADWAY Natural Fill Natural T Natural Ground A'\ FrontDitch °B F \°` S°°e, Ditch
D Ground Ground Y k°r/
\ Ground 1'F,. Slope Natural r Front fl \ D .,p o6 D 3' 'I
d D °'' _b_ 7 D pB Groun• 3'7 D A'1 He< Ditch / D 9 Min.D=1.5 Ft, slope �O° \ Min.D=1.0 F. Slo
Geo,exNla Min.D=3.5 Ft. EDGE OF EXISTING Min.D=2.0 F. w E\° SIape _ B=2.0 Ft. /� 8=8.0 Ft.
Min.D=2.0 F. B=4.0 Ft. TRAVEL LANE b=5.0 Ft. R:� Min.D=1.0 Ft. Min.D=2.5 FL tl
Type of Liner= Class B Rip-Rap Max.d=1.5 FI. b=6.0 Ft. B=3.0 F. 8=3.0 Ft.
FROM STA.160+50 TO STA.161+23-L-LT. FROM STA.10+69 TO STA.13+79-WBL-LT. FROM STA.16+05 TO STA.19+10-Y9RP8-LT _ AT STA 26+00-Y9-LT FROM STA.10+49 TO STA.12+75-SR8-LT. FROM STA.18+92 TO STA.19+75-Y9RPD-LT.
FROM ETA.191+00 TO ETA.192+00-L-LT. FROM ETA.17+25 TO STA.27+05-WBL-LT. FROM STA.18+50 TO STA.19+50-Y7RPA-RT. FROM STA.20+80 TO STA.21+50-Y9RPD-LT.
FROM STA.193+00 TO STA.193+50-L-LT. FROM STA.26+00 TO STA.26+50-Y9-RT. FROM STA.27+63 TO STA.28+12-SR1-LT.
FROM STA.44+20 TO STA.47+30-SRO-LT.
DETAIL AF DETAIL AH I DETAIL Al DETAIL AK
SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT DITCH
DETAIL AE (Nelf°Scale) DETAIL AG (Nolto Scale) Na
„e Scale) Nm,O Motel
a SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH DETAIL Al P
c (No„o Scale) Natural \ (NOIN Scale) Natural \ Natural E� ,0 Front Shoulder /e 3./0 1 \ Fron,
Ground 3 A Front Ground 3.1
A' Fron` STANDARD BASE DITCH Ground 3 \°` 5 Slope r E\ Slop
7 7 A' X 4. Fj Sam°t`
° d{ D Ditch dl D SDIo� (No„o Scale) dl T. \Sag Dirch `Satyr p pSsa Slope
p Natural Fron, Natural From Natural Geo,ex,ile '`
Min.D=1.5 F.
S roan D A'� Ditch Geotenile roan ; D A'� Dirch GeokzlileEll
Nrounl \ roan
slope Slope 3'
I e I Min.D=2.5 F. � �� Min.D=1.5 Ft. D Min.D=2.0 F.
N F.".1 Mn,.D=2.0 F. Moo.d=2.0 Ft. 1."-.1 Min.D=3.0 Ft. Max.d=1.0 F. Max.d=1.5 Ft. FROM STA 260+50 TO 261+50-L-LT
B=3.0 Ft. 8=3.0 F. B=4.0 Ft. B=10.0 F. Min.D=3.0 F. 6=40 Ft.
FROM STA 271+00 TO 275+50-L-LT
Type of Liner=Class BRip-Rap Type of Liner=Class A Rip-Rap B=8.0 F.&VARIABLE Type of Liner=Class B Rip-Rap
4 FROM STA.22+50 TO STA.24+10-SR7-LT. FROM STA.24+10 TO STA.29+26-SR7-LT. FROM STA 259+45 TO STA 260+50-L-RT FROM STA.34+78 TO STA.35+50-SR7-LT. AT STA.37+52-SR7-LT. FROM STA 257+22 TO STA 259+45-L-RT
FROM STA 29+94 TO STA 34+18-SR7-LT
0
DETAIL AQ DETAIL AR
0
SPECIAL CUT BASE DITCH PIPE OUTLET CHANNEL @ 15 STREAM
E (No„°Scale) (Not to Scale)
E DETAIL AL DETAIL AM DETAIL AN DETAIL AO DETAIL AP
g SPECIAL CUT BASE DITCH STANDARD BASE DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH Natural • Fran, D
SPECIAL CUT DITCH (Nat to Scale) Ground 3 4 r; f••.�- •-�°o��Pd
(No„o Scale) LO INo„o Scale) INotro Scale) (Not to Scale) 7 D Pe et Slop
"' I p°\ From Pr Pro dl Di e..4��• �H(Max.=D+b
~ 1 \ E\Boast SDlope N°Nr°I o,E\d,t,06 From Natural
Goun1 Shoulder Ems\\`.atr� Fronr Shoulder /6 ?.7°r •` Fron, GeoreAle
3.7 A' 'I, 'mu' _ \ Ditch p 3' 4.7 , Se b` Ditch ae 4• Fo 6. Dikn Stream Bed Level
i Shoulder Fo eo,. D \Sea D ASoeVS* SIape D p.\.006
-): Slope e�O'r D Slope Min.D=2.0 F. Geotextile Fabric
w Min.D=2.0 F. Min.D=1.5 F. Min.D=1.5 F. Max.0 Ft.5 F. Bed
bath
wry Min.D=2.0 FL Y Min.D=1.5 F. B=3.0 Ft. )
8=4.0 Ff. B=8.0 FL I Type of Liner= Class B Rip-Rap
T=18"(Class I Rip Rap)
x
FROM STA 275+50 TO STA 276+00-L-LT
FROM STA 278+10 TO STA 279+96-L-LT STA.72+56-SR7- FROM STA 165+50 TO -L-RT 166+00-L-LT
FROM STA 235+50 TO 245+00FROM STA 246+50 TO 250+61-L-RT FROM STA.18+00 TO STA.18+50-Y7RPA-RT. Length -4 0 D
AT STA.82+77-L-RT
AT STA.134+77-L-LT
AT STA.144+57-L-LT
AT STA.155+00-L-RT
AT ETA.165+15-L-RT
3 AT STA.193+44-L-RT
AT STA.197+94-L-RT
AT STA.260+48-L-RT
AT STA.20+11-Y7RPA-LT
AT STA.59+00-SR1-RT
AT STA.75+08-SR2-RT
c N AT STA.37+42-SR3-LT
gym`

o' 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
DRAINAGE DETAILS ENGIINEERING Licene N.C.27606
No.F-0377 W-5600 2D-2
Bus: 919 851 8077
co (NOT TO SCALE) Fax: [phone] RN/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-
DETAIL AS DETAIL AT DETAIL AU DETAIL AV DETAIL AW DETAIL AX
SPECIAL CUT DITCH STANDARD 'V'DITCH STANDARD BASE DITCH BERM DITCH STANDARD BASE DITCH STANDARD BASE DITCH
(Noi ro Scale) (Not to Scale) (Notro Scale) (Nor to Scale) 'I (Not to Scale) INot to Scale)
R\ aea Ditch Noofurol \ Natural p< 1 N r Naturol r.. . EXISTING ROADWAY
oun
S�1°t Sad<o Slope Naturol Noturol • p o' ,, O roun ,5.� roun Ground • D \ _J
Ground O. `L' 3 D Ground d p d b TRAVEL LANE
BUFFER DRAWING
D \Sae Ground ,) .0' �' S.0' i EWE OF EXISTING
Geotexele B Min.D=2.5 H. Min.D-1.5 Ft. g
Min.D=1.0 H. - Min.D=3.0 H.
111
Min.D=1.5 Ft. Max.d=2.0 Fr. B=4 Ft' Max.d=2.5 Ft. SHEET 3 OF 15
'When B is< 6.0' B=3.0 Ft. - 'When B is< 6.0' B=4.0 Ff.
FROM STA 28+62 TO STA 31+23-SR1-LT FROM STA 277+50 TO STA 278+10-L-RT lava v: d FROM STA 201+26 TO STA 201+71-L-LT 6=6.0 Fr.
FROM STA 42+16 TO STA 44+70-5R1-LT FROM STA 10+95-DR1-LT TO STA 93+50-SR2-RT Type of Liner= Class B Rip-Rap Geatextae Type of Liner-CLASS B RIP RAP
FROM 9+ 7.9- - STA STA
-SR1-LT AT STA.11+50-DR1-LT FROM STA 168+75 TO STA 170+00-L-RT Min.D=2.0 Fr. FROM STA.13+79 TO STA.17+25-WBL-LT.
FROM STA 1S STA 11+59 0YT-LT AO STA -SR0-SR4-LT FROM STA 173+00 TO STA 174+86-L-RT Type of Liner=Class B Rip Rap
FROM 11+00 TO STA 13+00-SRS-RT AT STA 18+79-Y7RPA-LT Max.d=1.5 H.
AT STA 47+75-SR7-LT
FROM STA.10+40 TO STA.11+02-Y7RPA-RT.
DETAIL AY FROM STA.11+54 TO STA.12+24-Y7RPA-RT.
CHANNEL CHANGE FROM STA.13+32 TO STA.14+67-Y7RPA-RT.
(Not to Scale)
'Tie to Natural Ground b
BD g
Proposed cro��e� DETAILF BA DETAILE M DETAILLSES BCF DETAIL MP
rl„r„^� -.- F;II Slope DETAIL AZ MODIFIED FALSE SUMP FALSE SUMP FALSE SUMP FALSE SUMP
`ro" "Ft' f (Not Be Scale) (Not to Scale) (Not to Scale) 1 Nar ra scale)
D STANDARD N'DITCH EL.171.40' Outside Ditch a>
I Natm Scale) STA 253+42-L-RT , Median Ditch
Coir Fiber Maeing e Min.D=2 FL Exist.Channel Traffi<Flow Outside Dir<h _I2,g•t
ton Bangs Only) B=4 Ft. '7 2 t '7 -.I 2' r Traffic Flow ,0.r\ 20:1
b=10 Ft.FROM STA 199+50 TO STA 200+50-L- Natural i_ Natural •
" FROM STA 197+94 TO STA 199+50-L-and Ground ,7.7 D 9A Gm ee Chart Below)-cere- 20'-te{ GI GI GI •
FROM STA 200+50 TO STA 201+05-L- fS- �-5- etc tS- etc �"S- °'<'
Type of Liner=Coir Fiber Matting ��;n.D=1.0 H. S=Ditch SlopeProposed Ditch S-Ditch Slope 4 Proposed Ditch S=Ditch SlopeProposed Ditch S-Ditch Slope C} Proposed Ditch
4 pose CL pose
FROM STA 197+94(171.0'RT)TO STA 201+05(145.6'RT(-L- FROM STA 54+07 TO STA 54+40-SR7-LT AT STA 253+42-L-RT Ditch Grade L Ditch Grade L STA.62+50-L-LT STA.62+55-L-RT
0.0% To 2.0% 20' Over 4.0% To 6.0% 40' STA.148+15-L-RT
Over 2.0% To 4.0% 30' Over 6.0% 50' STA.+801-7L--LT STA.230+15-L-RT
DETAIL BE _ STA.10+70-Y7LPC-RT
DETAIL BF DETAIL BG DETAIL BH STA.zt+to-L-MED STA.11+85-Y9RPC-RT STA.13+10-Y7LPA-RT
STA.32+35-L-MED STA.14+30-Y9RPC-RT STA.16+40-Y7LPA-RT
LATERAL'V' DITCH LATERAL'V'DITCH RIP RAP AT EMBANKMENT STANDARD BASE DITCH STA.36+40-L-MED STA.17+25-Y9RPC-RT STA.11+65-Y7RPA-RT
(Nero Scale) Nero Scale) (Nono Scale) INot to Scale STA.40+65-L-MED 1 1 SST..4 -SR2- STA.18+05-Y7RPC-RT
10'min. Natural Natural STA.48+10-L-MED STA.44+455 -SR2-RT STA.18+05-Y7RPC-RT
Fill Naturaland STA.51+45-L-MED STA.13+55-SR4-LT STA.18+65-Y7RPC-LT
Ground ''''. Slope
Grad 1.o'min. Goan D 3\ STA.62+15-L-MED STA.15+50-SR4-LT
d D Slope Groand 1"dr is d STA.21+65-Y9RPA-LT
d D slope Grade •
.= STA.68+15-L-MED STA.16+65-SR4-LT
Geotenile Geatextae rli Min.D=2.0 H. STA.73+15-L-MED STA.22+90-Y9RPC-LT
Min.D=1.5 FL Geoteaile Max.d=1.5 Ft.
GEOTEXTILE STA.95+65-L-MED STA.22+90-Y9RPC-RT
Min.D=1.5 Ft. When B is> 60' B=8 Ft. STA.99+50-L-MED STA.12+85-Y9RPD-LT
Max.d=1.0 H. Max.d=1.5 Ft. Std.No.876.01 STA.102+50-L-MED STA.34+26-SR2-RT
Type of Liner= Class BRip-Rap 6=10 F. 6=1D Ft Type of Liner- 11 TONS,CL B Rip-Rap STA.109+90-L-MED STA.60+65-SR2-RT
Type of Liner= Class I Rip-Rap Geotextile= 16sy Type of Liner= Class I Rip-Rap STA.114+40-L-MED STA.65+55-SR2-RT
FROM STA 24+00 TO STA 25+50-Y7-RT FROM STA 25+50 TO STA 25+64-Y7-RT STA.198+00(175'RT)-L- FROM STA 29+32 TO STA 29+94-Y7-LT STA.118+55-L-MED STA.16+65-SR4-RT
STA.124+55-L-MED
STA.129+55-L-MED
STA.134+60-L-MED
STA.139+65-L-MED -
DETAIL BI DETAIL BJ STA.144+70-L-MED DETAIL BM DETAIL BN DETAIL BO
SPECIAL CUT DITCH STANDARD BASE DITCH DETAIL BK DETAIL BL STA.147+75-L-MED STANDARD BASE DITCH SPECIAL CUT DITCH
(Nat to Scale) (NOT tu Scale) STANDARD BASE DITCH STANDARD BASE DITCH STA.151+05-L-MED (Not to Scale) (Nono Seale) SPECIAL CUT DITCH
e a Ditch Natural Natural (Not to Scale) INaf to Scale) STA.153+80-L-MED Naturol Norurd P (Not to Seale)
Soto Slope Groun• '7 3'\ NaNral no, roun Sou a o�ge o�
4 \x� T Groun• Natural Natural Noturol Groun p \ r 4. 3.7 0 Front Shoulder /�c?9)a F\ Front
S oulder Fo•) b'Sae d `V roun ,6.� roun Ground D 31 Ground d aB X ozF/o Ditch
-e°.r F/p toe Saeh`O Dnch
a°z D \ • D d ez D Pe g a D A' {. Slope
Min.D=1.0 Fr. 1 Min.D=1.5 Ff. "- B Min.D=2.0 Ff. o') �h \.o¢a
Gemedile Geoteaile
Max.d=1.5 Ff. Min.D=3.0 H. Georexrae Min.D=2.0 Ff. Max.d=1.5 Fr. Min.D=1.5 Fr. n� Min.D=2.0 H.
When B is> 6.0' B=6 Fr. B_3 Ft. Max.d=1.5 Ft. When B is> 6.0' B=5 F.
FROM STA 250+61 TO STA 252+00-L-RT Std.No.876.01 - When B is> 6.17 B=Variable 5-10 Ft. Std.No.876.01 FROM STA 56+00 TO 57+50-L-LT FROM STA 250+61 TO 252+68-L-RT
FROM STA 252+00 TO STA 254+00-L-LT FROM STA 170+00 TO STA 173+00-L-RT Std.No.876.01 FROM STA 58+50 TO 61+00-L-LT
FROM STA 17+53 TO STA 18+53-Y9RPA-LT Type of Liner= Class IRip-Rap Type o(Uner= Class IRip-Rap
FROM STA 22+17 TO STA 25+50-Y9RPA-LT FROM STA 174+50 TO STA 174+86-L-RT Type of Liner= Class II Rip-Rap AT STA 168+80-L-RT
FROM STA 20+79 TO STA 24+89-Y9RPC-LT AT STA 168+80-L-RT
FROM STA 22+00 TO STA 24+00-Y9RPD-RT
DETAIL BS DETAIL BT DETAIL BU DETAIL BV
DETAIL BP DETAIL BQ DETAIL BR LATERAL BASE DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT BASE DITCH
SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH (Nono scale) (Nana BASE) INBtm scale) (Nono Scale)
(Not to style) (Norm Scale) (Nor ro Scolel From
1 \ Front < Front 1 \ Front b (F\adtOas Ditch
Nourol _____L A'\°*-, Slope Natural
on Ditch F\ S D;rch Natural Nal "H tt A' Front
,pe F\ toe Slop ,\pe F\Sam Slope N ,01.0 °a Slope Ground 3� 1 1"Rt. Fill Groun) \Se,' Foz, Ground 3;7 \ Ground 3�
S Slope S°0 / Slope
e Ground 9. A.�•F o. ,6:�'F D 9aa .) D 3'. D SiN°t.F D D Ditch
e 5 oulder F )o, a Ground 6,37 Slope Slope dl
e D \ )/a D \ Min.D=2.0 Ff. � �� \S°a Min.D=1.5 Ff.
Min.D=1.5 F. Min.D=1.0 Fr. Min.D=2.0 FL B 111
1«".t Min.D=2.0 Ft Gemexrile
B=8.0 Ft.
6=0 R. 8-8.0 H. FROM STA.11+50 TO STA.13+80-Y4-RT Min.D=2.5 Ft.
Max.d=2.0 Ft.
FROM STA 10+00 TO STA 11+49-Y7LPA-LT FROM STA 15+52 TO STA 16+52-Y9RPA-LT FROM STA 12+01 TO STA 16+05-Y9RPB-LT FROM STA.23+00 TO STA.25+50-Y9-RT B=10.0 Ff.
FROM STA 10+00 TO STA 11+48.78-Y9RPC-RT FROM STA 22+19 TO STA 24+69-SR1-LT FROM STA.58+98 TO STA.62+60-SR1-LT Type of Liner=Class BRip-Rap
FROM STA.49+21 TO STA.55+18-SR2-RT
FROM STA 63+98 TO STA 65+45-SR2-RT FROM STA.80+70 TO STA.84+67-SR2-RT FROM STA.35+50 TO STA.37+44-SR7-LT.
DETAIL BW DETAIL BX DETAIL BY FROM STA 92+99 TO STA 97+30-SR2-LT
SPECIAL CUT DITCH LATERAL'V'DITCH LATERAL BASE DITCH DETAIL BZ DETAIL CA FROM STA.93+50-SR2-RT TO STA.18+20-Y5-RT
STANDARD BASE DITCH LATERAL'V' DITCH
3 1 Not to Scale) INmro Seale) INmro Seale) FROM STA.10+40-SR3-RT TO STA.17+50-Y5-LT
(Not ro Scale) FROM STA.10+40 TO STA.13+50-SR3-LT
Front b (Not to Scale)
11
+. s FROM STA.56+50 TO STA.63+00-SR3-RT
Lt.:. Flo a°" A'�fat Slop. Natural Natural FROM STA.31+00 TO STA.40+49-SR6-RT
a H. F\o Natural Fill Groand 1^,rr. FI ro ♦ Groan FROM STA.47+30 TO STA.49+40-SR6-RT
D Ground 1"R+. Slope J7 p n'` slope �� Natural -8- Fill FROM STA.14+13 TO STA.17+00-SR7-LT
< d D Ground 1"Fd. Slope
Iee I Min.D Ft. ') D FROM STA.23+00 TO STA.27+00-SR7-RT
Geatemae b= D=1.5 Ft. I B=3.0 Ft. Min.D=1.5 Ft. B FROM STA.29+00 TO STA.31+00-SR7-RT
Min.D=2.5 H. b=5.0 Fr. 8=3.0 Ft. Min.D=1.0 F. FROM STA.56+57 TO STA,57+57-SR7-LT
Type of Liner= Class A Rip-Rap Max.d-2.0 Ft. l b=5.0 H. b=5.0 Ft. FROM STA.70+96 TO STA.72+40-SR7-RT
e FROM STA 54+42 TO STA 55+57-SR7-LT
FROM STA.31+50 TO STA.35+50-SR7-RT FROM STA 47+57 TO STA 47+78-SR7-LT FROM STA 55+57 TO STA 56+07-SR7-LT
E FROM STA 260+50 TO STA 261+50-L-LT FROM STA 51+07 TO STA 54+07-SR7-LT
DETAIL CB DETAIL CC DETAIL CD DETAIL CE
Li STANDARD BASE DITCH STANDARD BASE DITCH PIPE OUTLET CHANNEL @ IS STREAM STANDARD BASE DITCH
(Nono Scale) (Not fo Scale) (Not to Scale) I Nor ra Scale)
No un Natural Natural Natural •
Nao EXISTNG ROADWAY
e ��. D �� Nat P Ground .'\ .7IY�
• ') D 9'1 Groun• •
DA Groun• 6rouna Fiyr oa,.y --Ma dl 6 n EWE OF EXISTING 2
d di do^4�a•'I H(Max.=D+Tf B Min.D=3.0 H.TRAVEL LANE
Geote.tile Min.D=3.0 Ft. Geotexele n Min D-3.0 Ff. Meo.d=2.5 H.
Max.iI
d=2.5 F. Max.d=3.0 H. Stream Bed Level 'When B is< 6.0'
'when B is< 6.0' B=3.0 Ft. 'When 8 is< 6.0' B=Variable 3 to 10 Ft Geotextile Fabric B=4.0 Ft.
Bed Width b=6.0 Ft.
3 Type of Liner= Class B Rip-Rap Type of Liner= Class B Rip-Rap (Variable) Type of Liner-CLASS B RIP RAP
FROM STA 54+18 TO STA 54+41-SR7-LT FROM STA 54+41 TO STA 54+52-SR7-LT T=12"(Class B Rip Rap) FROM STA.201+05 TO STA.201+41-L-LT.
Length=4 X D
AT STA 66+55-SR1-RT
7 o

o' 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
Raleih27606
DRAINAGE DETAILS ENGIET
NEERING License No.F-0377 W-5600 20—3
Bus: 919 851 8077
co (NOT TO SCALE) Fax: [phone] RN/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BUFFER DRAWING
SHEET 4 OF 15
DETAIL 2076A DETAIL 513A DETAIL 500514
INLET CHANNEL TYPICAL INLET CHANNEL TYPICAL (NOT TO SCALE)
(LT TO RT LOOKING DOWNSTREAM) (LT TO RT LOOKING DOWNSTREAM) SKEWED MULTI-BARREL CULVERT
(NOTT TO TO SCALE) COIR FIBER MATTING (NOTT TOO SCALE) COIR FIBER MATTING
EXCAVATE ON BENCH EXCAVATE— ON BENCH LOW FLOW CHANNEL SILLS
CLASS I RIP RAP CLASS I RIP RAP
TRANSITION FROM WITH GEOTEXTILE TRANSITION FROM WITH GEOTEXTILE
EXISTING CHANNEL BED N.G. DEPTH VARIES EXISTING CHANNEL BED N.G. DEPTH VARIES AND FLOOD PLAIN
ELEV.TO BED ELEV.AT ELEV.TO BED ELEV.AT 11
CULV 2076 INLET CULV 513 INLET
ELEV.= 233.0'TO �l+ ELEV.= 184.3'TO 1 2':\
ELEV = 232.94' ELEV = 183.6'
CLASS I RIP RAP 1' CLASS I RIP RAP 1• `NOTES:
WITH GEOTEXTILE WITH GEOTEXTILE
PROPOSED GROUND PROPOSED GROUND 1)NATIVE MATERIAL BETWEEN SILLSBAFFLES
CHANNEL WIDTH BENCH WIDTH VARIES CHANNEL WIDTH VARIES BENCH WIDTH VARIES IN THE CULVERT SHALL PROVIDE A
5'(SEE PLAN VIEW) (SEE PLAN VIEW) FROM EXISTING WIDTH (SEE PLAN VIEW) CONTINUOUS LOW FLOW CHANNEL.NATIVE
TO 10'(SEE PLAN VIEW) MATERIAL CONSISTS OF MATERIAL THAT IS 1-4-10.0' .I
CLASS I RIP RAP CLASS I RIP RAP EXCAVATED FROM THE THE STREAM OR
WITH GEOTEXTILE WITH GEOTEXTILE FLOODPLAIN AT THE PROJECT SITE DURING A
"LAID BACK RIP RAPPED SLOPED WHERE CHANNEL WORK CONSTRUCTION.ONLY MATERIAL THAT IS
DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) EXCAVATED FROM THE STREAM BED MAY 1
Est CI I RR-17 Tons;Est GeoTextile Fabric-42 sq.yd. Est CI I RR-55 Tons;Est GeoTextile Fabric-130 sq.yd. BE USED TO LINE THE LOW FLOW CULVERT
Est DDE-22 cu.yd.;Est Coir Fiber Matting -17 sq.yd. Est DDE -65 cu.yd.;Est Coir Fiber Matting -28 sq.yd. BARREL.RIP-RAP MAY BE USED TO
SUPPLEMENT THE NATIVE MATERIAL IN THE
FROM 20 FT.US OF PROPOSED INLET CULVERT 2076 TO PROPOSED INLET CULVERT 2076 FROM 42 FT.U.S OF PROPOSED INLET CULVERT 513 TO PROPOSED INLET CULVERT 513 HIGH FLOW CULVERT BARRELS).IF RIP-RAP
IS USED TO LINE THE HIGH FLOW CULVERT
BARREL(S),NATIVE MATERIAL SHOULD BE 7.0'
PLACED ON TOP TO FILL VOIDS AND
PROVIDE A FLAT SURFACE FOR ANIMAL T HIGH SILL
PASSAGE.NATIVE MATERIAL IS SUBJECT
TO APPROVAL BY THE ENGINEER AND MAY
BE SUBJECT TO PERMIT CONDITIONS.
2)SILLS ARE TO BE 1.0 FT.WIDE,CAST 2,0'
SEPARATELY AND ATTACHED BY DOWELS. r
3)TOP OF LOW FLOW SILLS SHOULDt
DETAIL 2076B DETAIL 513B MATCH STREAM BED ELEVATION IN LOW
OUTLET CHANNEL TYPICAL CHANNEL TYPICAL FLOW CHANNEL OF STREAM.(THALWEG) SILLS O
(LT TO RT LOOKING DOWNSTREAM) (LT TO RT LOOKING DOWNSTREAM) 4)DO NOT SET ELEVATION OF HIGH SILLS INLET AND OUTLET
(NOT TO SCALE) COIR FIBER MATTING (NOT TO SCALE) ABOVE BANK FULL.
EXCAVATE ON BENCH
CLASS I RIP RAP 5)NUMBER OF SILLS DETERMINED BY THE
TRANSITION FROM WITH GEOTEXTILE
OUTLET OF CULV 2076 EXCAVATE CLASS I RIP RAP ENGINEER.
BED ELEV.TO N'G. ` FILL IN EXISTING WITH GEOTEXTILE Te
\ CHANNEL
PROPOSED CHANNEL BED 11
ON BENCH AND BANKS
ELEV.= 232.7'TO ?? 1..E CLASS I RIP RAP
ELEV= 232.4' ON BANK WHERE Not...! DEPTH VARIES
CLASS I RIP RAP SHOWN IN PLAN Grou°
WITH GEOTEXTILE 1 VIEW e-
PROPOSED GROUND EXISTING CHANNEL //-" • e 1=t _ . TB
CHANNEL WIDTH BENCH WIDTH VARIES BED ELEV. 1� c9 LOW w`o ,,rb `EFLOW CHANN L0:*_'
5'(SEE PLAN VIEW) (SEE PLAN VIEW) l��••- `� ° '� ��/••`NEC
(HN
EXISTING CHANNEL N'''" - ' 't'.. 4---�e e -,._�•.. l}`.T��.,-..S�i' � v.
SIDE SLOPE —BENCH WIDTH t �f ' ��
CLASS I RIP RAP 10'(SEE PLAN VIEW) — ♦ ,,, BACK FILL WITH NATIVE MATERIAL TO
WITH GEOTEXTILE ♦ —-
-,� 1 / yc: SILL HEIGHT !t ♦ �;;�
Est CI I RR-43 Tons;Est GeoTextile Fabric-102 sq.yd. .;II%' ;;; ';;,? .s , gi
Est DDE-62 cu.yd.;Est Coir Fiber Matting -26 sq.yd. Est CI I RR-283 Tons;Est GeoTextile Fabric-400 sq.yd.
Est Fill-49 CU.yd. Est DDE-450 cu.yd. ire SILL 1a/
TB
FROM PROPOSED OUTLET CULVERT 2076 TO 46 FT.DS OF PROPOSED OUTLET CULVERT 2076 FROM OUTLET CULVERT 513 TO 108 Ft.DOWNSTREAM re
A NO SILLS REQUIRED IN THE LOW FLOW BARREL FLOOD PLAIN
.a FLOOD PLAIN BENCH
BENCH
PLAN VIEW
i 9/13
3
4
DETAIL 2076C DETAIL 514A DETAIL 514B
i OUTLET CHANNEL TYPICAL CHANNEL TYPICAL OUTLET CHANNEL TYPICAL
c (LT TO RT LOOKING DOWNSTREAM( (LT TO RT LOOKING DOWNSTREAM) (LT TO RT LOOKING DOWNSTREAM)
(NOT TO SCALE) (NOT TO SCALE) COIR FIBER MATTING (NOT TO SCALE) COIR FIBER MATTING
I EXCAVATE ON BENCH EXCAVATE ON BENCH
E EXCAVATE CLASS I RIP RAP WITH GEOTEXTILE
i TRANSITION FROM IIBY_II WITH GEOTEXTILE TRANSITION FROM OUTLET I1I CLASS I RIP RAP
Ngtur°/ OUTLET OF CULV 513 Noturo/ I DEPTH VARIES OF PROPOSED RCBC TO N.G. I DEPTH VARIES
TRANSITION FROM Ground FILL IN EXISTING BED ELEV.TO Grou° APPROX.73'DOWNSTR u PROPOSED CHANNEL CHANNEL
o BED ELEV.= 232.4'TO CULV 514 INLET BED OF OUTLET FROM OUTLET
PROPOSED CHANNEL �'l ti' ELEV.= 183.2'TO ?'l, • ELEV = 181.4'us BED s•?' •
BED ELEV = 232.1' ELEV = 181.9' ELEV.= 180.7'
CLASS I RIP RAP CLASS I RIP RAP p CLASS I RIP RAP p
WITH GEOTEXTILE WITH GEOTEXTILE WITH GEOTEXTILE
PROPOSED GROUND PROPOSED GROUND PROPOSED GROUND
CHANNEL WIDTH CHANNEL WIDTH BENCH WIDTH VARIES CHANNEL WIDTH VARIES FROM BENCH WIDTH VARIES
5'(SEE PLAN VIEW) 10'(SEE PLAN VIEW) (SEE PLAN VIEW) 10'WIDE AT OUTLET TO FROM 0'TO 8.5'
EXISTING CHANNEL WIDTH (SEE PLAN VIEW)
- CLASS I RIP RAP CLASS I RIP RAP (SEE PLAN VIEW) CLASS I RIP RAP
WITH GEOTEXTILE WITH GEOTEXTILE WITH GEOTEXTILE
'LAID BACK RIP RAPPED SLOPE WHERE CHANNEL WORK
3 Est CI I RR-34 Tons;Est GeoTextile Fabric-71 sq.yd. DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) 'NOTE TRANSITION ALONG EXTENTS 2:1 SLOPE TO EXISTING BANK SLOPE
Est DDE-55 Cu.yd.;Est Fill-10 cu.yd. Est CI I RR-162 Tons;Est GeoTextile Fabric-278 sq.yd. Est CI I RR-192 Tons;Est GeoTextile Fabric-393 sq.yd.
Est DDE-354 cu.yd.;Est Coir Fiber Matting -57 sq.yd. Est DDE -736 cu.yd.;Est Coir Fiber Matting -40 sq.yd.
FROM 46 FT.DS OF PROPOSED OUTLET CULVERT 2076 TO FROM 108 Ft.DOWNSTREAM OF CULVERT 513 OUTLET TO INLET CULVERT 514 FROM CULVERT 514 OUTLET TO APPROXIMATELY 73'DOWNSTREAM
a o 81 FT.D5 OF PROPOSED OUTLET CULVERT 2076
�ma

o, - 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh,N.C.27606
co
ENGINEERING License No.F-0377 w-5600 6
co
BUFFER D RAW I N G z1 \ Bus: 919 851 8077 WW SHEET NO.
\ Fax: [phone]
SHEET 5 O F 15 ROADWAY DESIGN HYDRAULICS
I TRANSPORTATION PLANNING/DESIGN DESIGN ENGINEER ENGINEER
CO I CIVIL/SITE DESIGN-GI5/GPS-CONSTRUCTION OBSERVATION
Z �, DOCUMENT NOT CONSIDERED FINAL
D UNLESS ALL SIGNATURES COMPLETED
NJ SALLIE JANE
p LANCASTER BOYD
POPLAR CREEK DEVELOPMENT CO
j o \
0 GRASS SWALE DATA I
DA=9.9 ac.
SALLIE JANE LANCASTER BOYD SLOPE=030% 1
L REO.=250 a. DAYCO HOLDINGS LLC L PRO.=250 R.
Q2= 29 cfs (j
Q0 L3` SITE 1Q1_ cfs V10- 1.9 fPPs
STA.24+69-SRI-LT. ----wLB- A A A A A
SPECIAL CUT 8'BASE DITCH I I / A A A
CLASS I RIP
(SEE BT) II A A -
4 A A CLASS I RIP RAP
1 _. I -CLASS B RR A 8j
I EST.11 3 TNS.$ikGEO RR A A EL I INLET CHANN TYPICAL a
SEE DETAIL 2076A
I (SEE(SEE STD.DWG. 1. A j^
---- F Cah E��E CLASS B RR _ 1. 876.02) A A A A (SPECIAL CUT
lir/ dF EST.4 TNS.RR a < E DETA AD
" EST.9 SY GEO BEGIN 58G o I
——OA __ E ° 14,411040,
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(SEE DETAIL L( Ilop Min
F_ --- RETAIN ----
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be c Z 01 N 070% --- '/f// •�L�Yy1 i-FS w Iw •■
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DEBRIS INV OUT=2 8.92'
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FOR -L- PROFILE,SEE SHEET:37
FOR -SR7- PROFILE,SEE SHEET:58
•SLL d FOR DRAINAGE DETAILS,SEE SHEETS:2D-1 THRU 2D-3

BUFFER IMPACTS SUMMARY
I IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE/ STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1 3@72"X72"RCBC -L-45+00 to 46+50 X 8716 5649 14365
4 42"RCP -L-83+50 X 4541 3039 7580
42"RCP-III&dual
7 48"RCP -L-134+00 X 13293 9441 22735
2@10'X6'&2@10'X7'
10 RCBC -L 148+00 to 164+50 X X 13777 11410 25188 12398 10597 22994
11 Y7RPA/72"RCP -L 162+00 to 165+00 X 21004 11139 32143
13 42"welded steel -L-193+50 X 3713 2325 6038
14A 72"welded steel -L-198+00 X 27991 15197 43188
14 Ditch diversion -L-201+50 X 9151 5070 14221
17 54"welded steel -L-260+00 X 7239 4526 11765
TOTAL: 38421 26370 64791 83402 52023 135425
N.C.DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
JOHNSTON COUNTY
PROJECT: 50056.1.1 (W-5600)
1/16/2019
SHEET 14 OF 15
Rev.May 2006

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
STATION ZONE 1 ZONE 2
SITE NO. (FROM/TO) (ft2) (ft2)
1 -L-44+50 to 45+20 7313 3892
4 -L-82+15 to 84+75 1107 650
10 -L-148+10 to 164+60 3877 3017
11 -L-162+00 to 166+00 5588 3594
13 -L-193+00 to 193+60 1618 674
14A -L-197+40 to 201+75 24625 8302
14 -L-200+40 to 202+10 2309 908
TOTAL: 46436 21037
N.C.DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
JOHNSTON COUNTY
PROJECT: 50056.1.1 (W-5600)
1/16/2019
SHEET 15 OF 15
Rev.Jan 2009