20150362 Ver 5_USACE Correspondence_20180110

Carpenter,Kristi
From:Chapman, Amy
Sent:Wednesday, January 10, 2018 7:04 AM
To:Carpenter,Kristi
Subject:Fwd: \[External\] I3802A I-85 GP31
Attachments:SAW-2008-03229 I3802A 1-9-2018 NWP 31.pdf;
Final2015-04-30-RGP31-signed.pdf
Follow Up Flag:Follow up
Flag Status:Flagged
FYI. Not sure if you need this.
---------- Forwarded message ----------
From: "Amschler, Crystal C CIV USARMY CESAW (US)"
<[e-mail]>
Date: Jan 9, 2018 6:27 PM
Subject: \[External\] I3802A I-85 GP31
To: "Dagnino, Carla S" <[e-mail]>,"Mason, James S" <[e-mail]>
Cc: "Hood, Donna" <[e-mail]>,"Chapman, Amy"
<[e-mail]>,"Howard, Joel M" <[e-mail]>

CAUTION: External email. Do not click links or open attachments unless verified. Send all
suspicious email as an attachment to [e-mail].

All,

Please see attached GP31 for the I3802A I-85 permit project. This permit verification
reissues the I3802A I85 project and authorizes modification to the plans.

Sincerely,

Crystal C. Amschler
Project Manager
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28403
(828)-271-7980 Ext 4231

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 the Customer
Satisfaction Survey located at:

Blockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

1

DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Apri130, 2015
Regional General Permit No. 198200031
Name of Permittee: North Carolina De�artment of Transportation
Effective Date: Apri130. 2015
Expiration Date: Apri130, 2020
DEPARTMENT OF THE ARMY
REGIONAL GENERAL PERMIT
A regional general permit (RGP) to perform 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 Army 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 SOO linear
feet (1� of stream and/or one (1) acre of wetland/non-tidal open water for each single and complete
linear project�.
b. Best-fit widening projects that have undergone interagency review and completed the
cunent 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).

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 normally 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 concuned upon by the merger team.
c. Minor widening projects, such as paving andlor 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 SOO lf of stream
andlor one (1) acre of wetlandlnon-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 arms 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 backf'illing 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 proj ect 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
2

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
Ofiice (Wilmington Field Office — 69 Darlington Avenue, Wilmington, NC 28403 or
Washington Field Office — 2407 West Sth Street, Washington, NC 27889).
The twenty (20) CAMA counties in North Carolina include Beaufort, Bertie, Brunswick, Camden,
Carteret, Chowan, Craven, Currituck, Dare, Gates, Hei�tford, 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
3441 Arendell Street
Morehead City, NC 28557
Telephone [phone]
or 800-682-2632
North Carolina Wildlife Resources Commission
Habitat Conservation Program Manager
1721 Mail Service Center
Raleigh, NC 27699-1721
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 proj ect 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.

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 deterinined 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-formed 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 culyerts 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 conshuction. If this timeframe
occurs while a required moratorium of this permit 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, a11 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 worlc 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
L!

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 storm 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, fiii 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 permittee 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
adj acent 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 Coips concurrently. The PCN shall summarize altel�atives 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 culvei�ts, 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
5

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 Caxolina include Alleghany, Caldwell,
Watauga, Ashe, Mitchell, Wilkes, Avery, Burke, Stokes, Suny, 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 culvertslpipes 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 final 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 pzoj ects. 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, proiile, 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 adj acent 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 determine if additional compensatory mitigation is
required.
(3) The new location allows the relocated sneam to remain stable (e.g., in a
C.�

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 Cozps Project Manager
wiil 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, wanants 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 Permit 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 piace 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 Cotps 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 proj ect. This pei�rnit does not authorize
temporary placement or double handling of excavated or fill materiai within waters or wetlands
outside the permitted area. This prohibition applies to all borrow and fill activities connected
with this proj ect.
7

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 proj ect 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
worlc for a zeason 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 permittee, 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
performed 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

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 permitted 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 modiiication, 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.O101(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 permittees (and when FHWA is the lead federal agency) 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 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 proj ect 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 satisfed 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 formal 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 l�ills 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.govl or http://www.fws.gov/ipac and
http:l/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 determine 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 Colps 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 inciuding 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 permittee 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 rocic 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 signallights 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 [phone].
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 permit. 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 permit 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 demo,nstrate
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 propei�ties.
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, disnict engineers will comply with the culment procedures for addressing the
requirements of Section 106 of the NHPA. The district engineer shall make a reasonable and
good faith effor-t to cai7y 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 propei�ties 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 Coips 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 requued and will occur, the district engineer will notify the non-federal applicant
that he or she cannot begin worlc 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 fiom the Corps.
(5) Prospective permittees should be aware that Section 1 l Ok 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 t�ibes 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 ur�easonable 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:
���� Pc
Kevin P. nders Sr.
Colonel, . S. Army
District Commander
14

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2008-03229 County: Rowan U.S.G.S. Quad: NC-CONCORD
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: North Carolina Deuartment of Transportation
Mr. Philip S. Harris III, P.E.
Address: 1548 Mail Service Center
Raleigh, NC, 27699-1548
Telephone Number: 919-707-6100
Size 7.6 mile corridor Nearest Town Kannapolis
Nearest Waterway Cold Water Creek River Basin Roc
USGS HUC 03040105 Coordinates Latitude: 35.4681124465766
Longitude: -80.5901896486423
Location description: The proposed prolect is located along an approximately 7.6 mile corridor of existing I-85 from north of
NC 73 (Davidson Highway/Exit 55) to north of SR 2180 (Lane Street/Exit 63), in Cabarrus and Rowan Counties, North
Carolina.
Description of projects area and activity: This uermit verification replaces the permit verification for the Interstate 85 (I-85)
Widening and Interchan�e Imurovements Proiect (TIP Proiect No. I-3802A), issued 1/13/2017 and authorizes the followin�
chan�es to impacts:
Site 7: an additional lO lf of temporarv stream impact resultin� in the total of 201f of temporarv impact at this impact site.
Site 7A: reduction of permanent stream impact bv 971f totaling permanent stream impact at this site of 23 lf. Additionally
temporarv stream impact increase bv 241f resultinE in the total temporarv impact at this site to 241f
Site 14: additional <0.01 acre of wetland excavation and 0.02 acres of hand clearing at this site resulting in a total <0.01 acres
of wetland excavation and 0.02 acres of hand clearin� at this site.
Site 22: additional qermanent fill of 151f resultin� in the total uermanent fill of 1451f at this site. Additionallv, stream bank
stabilization is reduced bv 151f resulting in the total stream bank stabilization of O lf at this site.
Total impacts authorized, to include originally authorized in consideration of the modified impacts, are
as follows: the permanent impact to 4,241 linear feet (lf1 of stream channel (of which 1,0061f of imuact is
for stream stabilization), the temporary impact to 6741f of stream channel and the impact to 0.42 acres of
wetlands (0.3 acres of permanent fill, 0.04 acres of excavation, and 0.08 acres of hand clearin�).
Applicable Law: � Section 404 (Clean Water Act, 33 USC 1344)
❑ Sections 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: GP 198200031 NCDOT Bridges, Widening
Proiects.... (Authorized 2015)
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND 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 10/26/2017 and 12/8/2017. Any violation of the
attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verificarion will remain valid unril the expiration date idenrified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit autharization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the

activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary autharity has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Elizabeth City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Crvstal Amschler at [phone] or Crvstal.C.Amschler(a�usace.armv.mil.
AMSCHLER.CRYSTAL. a ""n
CO1pS ROgUlaiOI'j� OfflClal: CAMILLE.1238614178 D�- - - - u-u�� Date: Januarv 9, 2018
Expiration Date of Verification: 04/30/2020

SPECIAL CONDITIONS
1) Endangered Species
1) Endangered Species
The USACE conducted a GIS review of the project and surrounding areas and also reviewed the most current maps of
confirmed/known hibernation and maternity (tree) sites for the NLEB (Myotis septentrionalis) at
http://www.fws.gov/asheville/htmis/project_review/NLEB in WNC.html.
This project is located outside of the highlighted areas/red 12-digit HUCs and does not require prohibited incidental
take; as such, this project (with the exception of the area around the Moose Bridge Road structure addressed below)
meets the criteria far the 4(d) rule and any associated take is exempted/excepted.
Moose Road Structure:
NCDOT has committed to measures to avoid and minimize any potential impacts to NLEB as described below.
1. In January 2017, representatives from NCDOT Division 10 will investigate the bridge for the presence of bats;
2. During the investigation, Division staff will inspect the expansion joints for bats by utilizing crane equipment that
will be lowered over the side of the bridge, and;
3. Upon immediate completion of the January 2017 surveys, when it is determined that the bridge is clear of bats,
representatives from NCDOT Division 10 will install foam sealant in the expansion joints to eliminate further roosting
of bats.
2) Mitigation
In order to compensate for impacts associated with this uermit, miti�ation shall be provided in accordance with the provisions
outlined on the most recent version of the attached Comuensatorv Mitigation Responsibilitv Transfer Form. The requirements
of this form, including anv special conditions listed on this form, are herebv incorporated as suecial conditions of this permit
authorization.
3.) Permit Distribution: 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 permit. A copy of this permit, including
all conditions, shall be available at the project site during construction and maintenance of this project.
4.) Notification of construction commencement and completion: The permittee shall advise the Corps in writing prior to
beginning the work authorized by this permit and again upon completion of the work authorized by this permit.
5.) Pre Construction Meetings: The permittee shall schedule and attend a preconstruction meeting between its
representatives, the contractors representatives, and the Corps of Engineers, Asheville Field Office, NCDOT Regulatory
Project Manager, prior to any work within jurisdictional waters and wetlands to ensure that there is a mutual understanding
of all the terms and conditions contained with this Department of Army Permit. The permittee shall schedule the
preconstruction meeting for a time frame when the USACE, NCDCM, and NCDWQ Project Managers can attend. The
permittee shall invite the Corps, NCDCM, and NCDWQ Project Managers a minimum of thirty (30) days in advance of the
scheduled meeting in order to provide those individuals with ample opportunity to schedules and participate in the required
meeting.
6.) Water Contamination: All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of
a spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the N.C.
Division of Water Quality at [phone] or [phone] and provisions of the North Carolina Oil Pollution
and Hazardous Substances Control Act will be followed.

7.) Borrow and Waste: To ensure that all borrow and waste activities occur on high ground and do not result in the
degradation of adjacent waters and wetlands, except as authorized by this permit, the permittee shall require its
contractars and/or agents to identify all areas to be used to borrow material or to dispose of dredged, fill or waste
material. The permittee shall provide the Corps of Engineers with appropriate maps indicating the locations of
proposed borrow or waste sites as soon as such information is available. The permittee will coordinate with the Corps
of Engineers before approving any borrow or waste sites that are within 400 feet of any stream or wetland. All
jurisdictional wetland delineations on borrow and waste areas shall be verified by the Corps of Engineers and shown
on the approved reclamation plans. The permittee shall ensure that all such areas comply with the Special Condition
(b) of this permit and shall require and maintain documentation of the location and characteristics of all borrow and
disposal sites associated with this project. This documentation will include data regarding soils, vegetation and
hydrology suffcient to clearly demonstrate compliance with Special Condition (b). All information will be available
to the Corps of Engineers upon request. The permittee shall require its contractors to complete and execute
reclamation plans for each waste and borrow site and provide written documentation that the reclamation plans have
been implemented and all work is completed. This documentation will be provided to the Corps of Engineers within
30 days of the completion of the reclamation work.
8.) Sediment sluicing: The permittee shall take measures to control any bottom sediment that may be sluiced by draining the
pond(s) on the project site. Sediment sluicing from ponds is not authorized by this permit.
9.) Violations of these conditions or violations of Section 404 of the Clean Water must be reported in writing to the
Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.

Determination of Jurisdiction:
A. ❑ There are waters, including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if wark is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. � The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued 6/6/2014. Action ID: SAW-2008-03229.
Basis For Determination: There are stream channels within the project site which are tributaries of Town Creek,
Cold Water Creek and Irish Buffalo Creek which flows into the Yadkin River, a Section 10 water.
E. Attention USDA Program Participants
This delineation/deternunation has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notifcation of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Atm: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
AMSCHLER.CRYSTAL.CAMILLE.123861417g DigitallysignedbyAMSCHLER.CRYSTALCAMILLE.12386141]8
DN: c=US, o=U.S. Government, ou=DoD, ou=PKl, ou=USA, m=AMSCHLER.CRVSfALCAMILLE.1238fi141 ]8
Corps Regulatory Official: oa=e:2o,8.o,.o9,8:0,:3�-0S�oo�
Crystal Amschler
Date of JD: 1/9/2018
Expiration Date of JD: 4/30/2020

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.arm,y.mil/cm_apex/f?p=136:4:0.
Cc without enclosures
NCDOT
Mr. Roger Rochell, P.E.,
Technical Services Administrator,
1516 Mail Service Center,
Raleigh, NC 27699-1516
NCDOT
Ms. Carla Dagnino
Natural Environment Section
Project Development and Environmental Analysis
1598 Mail Service Center
Raleigh, NC 27699 -1598

Action ID Number: SAW-2008-03229 County: Rowan and Cabarrus
Permittee: North Carolina Department of Transportation
Project Name: NCDOT I-85 widenin� Rowan and Cabarrus Counties (TIP I-3802)
Date Verification Issued: 1/9/2018
Project Manager: Crystal Amschler
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: Crystal Amschler, Project Manager
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Miti�ation Responsibility Transfer Form
Permittee: Permittee: NCDOT Action ID: SAW-2008-03229
Project Name: I-85 Widening and Interchange Improvements Proiect (TIP Proiect No. I-3802A).
County: Cabarrus and Rowan
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements shown below are available at the identified
site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not
they have received payment from the Permittee. Once the form is signed, the Sponsor must update the appropriate ledger
and provide a copy of the signed form to the Permittee and to the USACE Bank/In-Lieu Fee Program Manager. The Sponsor
must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03040105, Yadkin River Basin
Stream Impacts Ilinear
Warm I Cool
3,048
Cold
Wetland Impacts (acres)
Riparian Riparian
Riverine Non-riverine Non-Riparian
0.34
Coastal
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
ory Mitigation Requirements:
Stream Mitigation (credits)
Warm I Cool
4,886
Cold
8-di�it HUC and Basin: 03040105, Yadkin River Basin
Wetland Mi
Riparian Riparian
Riverine Non-riverine
0.68
ion (credits)
Non-Riparian Coastal
Mitigation Site Debited: NC DMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 18 September, 2012

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questions regarding this form
or any of the conditions of the permit authorization, contact the Project Manager at the address below.
USACE Project Manager:
USACE Field Office:
Crystal Amschler
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Email:
AMSCHLER.CRYSTAL.CAMILLE.1238 DNIc=IUS!o=U. SGo ernmenR,ouYDoD ouMPKIEou3USA,178
614178 cn=AMSCHLER.CRYSTAL.CAMILLE.1238614178
Date: 2018.01.09 18:02:12 -05'00'
Click here to enter a date.
USACE Project Manager Signature
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2
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 the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/ to complete the survey online.

� PARSONS --� -"'� PROJECT REFERENCE NO. SHEET NO.
I BRINCKERHOFF `'� I-3802A 22
�i _... _. . . R/W SHEET NO.
� ROADWAY DESIGN HYDRAULICS
�i �� �� � ENGINEER ENGINEER
^ _ . I Q1
PE�,- �,.��
n�l TS TS � DENOTES TEMPORARY „S�S �'� �
RMIT DRAWING � IMPACTS IN SURFACE WATER ��I�
/ � ��
� SHEET %� OF �ZH �; DENOTES IMPACTS IN � �F�
� %� 5 � SURFACE WATER �qti �
/ I � I I �9T
MO D CAT O N o0 9<�F
� --_ --_ ____ _— - - � �
11/3i2 017 e�q,°Fs �9 � ��T~ �
CARROLL �� � iN�� w.n-.. � � -_ � - — .. _ -{- i" - �cyGi� �.
- 9
_\ /� :
I G_; ^ I O / � �� �\ . ___ � -F � j � �� 9ROTF - . .
S GARY JR _ � � _ .. .. � _ �� ���-�� I I I � � .. G�P � � -
CHARLE � ' � � _ �
. ( r � - - ---� - �J,_ I _-w
� _ � `� I o � �r � -, , I I i = _ �
� = + ,� ;
-+� -- _ _ �� \ �:
,r � - - --- d i � � - - � - - . / � -
� � ; O - � � � f - ` �P� �� -
; . � / I � - � �� I . �, �T� -r-�� �--� -
! r -
�' t+�i � a � �� � .- . � � _ I . � _� w
� � '
/
, , � - „ � �. � � ;: ��- ;--�- i _' � � , � �
� � ��� � _ � i � _ � )))
� WILBERG TAI7A � --- � -_ �_' _ I =- " ��� - ' � �.
_ �.� '� °< �� / �� � I. -- � ' 1\ ` - p
� � I Gc�c' BRADFORD - -�;a --. � .� I ��� ..-� I I - . . . � �I \•/ . � . � ..
�--�_
„/ � i -:, . . _ .
, � ,\ ��P THOMAS - - � � �cp I _ -� �- . � WALKER �. I ��� -.. - � :. -- - -- -- -�Y�/ .
i , �
�:: �
�
\�
. , � . � � . iAME EY . I -. - - ,' . _ _ �
THEASSOC�WOR S JONES ROBERT HOLMES ��'.. 5y _ = Rq RAABE .. L_ � & bAV �WHITE JAFdE. "K��� YAN � ���� �r �
& ESTER � � eT 'kAS� �OARBARA 8 EIDER Pq ��RM R ��� CAROLW � SCOTT ' '
�o m _ _
i -� LA �
� ELL BOp�f p_ S �_' - yV�LLIAM e �, STTE #18 � _�'� �
HARBOIJR / CHERYL -�F . \ / HO � SCHN UL �
` & CqROLYN ONEYCUTT ' RICHARD G &
/� TEMP 12' PIPE TO 8E
TOWNE INC � pqp
PB 39 PG 61 ' \� -� LUCENITq
.. . . � THE HOMEOWNERS ASSOC .. -t-__ ,... _ , . .. , . .
KEVIN &
iOWNE ING �.. -...� .
.� � i,. _y_ �
_� �C � � FOR HARBOUR ^ . __� -_ � ___-_-- "-.- -- _ . __ _— . . � -- ' OF EXCAVATI .
REMOVED DURING T FIC� �
- —.__. ..... -� ` __-- __ - E� ,.
A .. . . '. '-- -�� �. , .. �.
- � ' BDO . .�.- .. �_____ — � � . __-_._- � _ � � .
-----_ __- __ -. � � -_�� -- �_ �
Q �� ..► � --- � --- � . . --. -� . �L B RIP RAP L�P`55 EBDEfAIL kT19 N= � I �. � Tg7R5YOGF O
o ES
� ...- � . __. _ . . . . .. _— -- . - -
/�-� 4�Yv . .'� � i O n � W'CL B RIP RAP \\ -_ EE-0 RI � D�QCH ,�'T �. E57 3 T6N5 / TEMPOa : I, O
� � �--__ �N . . .. � .. \ � I � �. E / R4RY.SUFACE '. �-�� �
,
/. '
� � �= 6ERM 'V' DITCH . a S 0 SY -
� � - � p...� � � SEE DETAIL ;t32 . . �.'_'.--_ �P- ��S � T 1 �. ' PAC '1 a �..
_ _ GF I
rn . N � __ --- - _' T� 7..kI� �
N - -.... .. . - .. �.,.•- . .�.. -REMOVE DI� . .- .. ...:... .. . .. - _ . . � � . � c_ _i' r -°-3 _I�! C ..I �a�` , l ��� - ^I�� up M
/ ,✓ WATER IM T
M � r <. r _ i^ r F r r F� !".. r F F �,� RE E U m 1`' / �`' � l` ,C ,
/ �
� r r- r . � �- � - m
. - � --- --- --- --- --- --- -- --- --- -----_----_-� . �� _ � �-11 �y� �MO . .. 1 ��.r-�� �D�
��� �
Q . „ .
2GI �5"RCP_lIl i 2GI 15„ .- ^�W L�`.1��:. �i�. � ��� 3
_ _ _ _ _ ._ ". --_ . J� .
i � ��.! �
N - _ � z�i _ - - - - z�i ie- `� N
- -- - ------ e+ b, -- ----- - z i
� - � - ��[ �- - - �
J � I � �� -�l.l 1 � � � '�- � ' ¢-��� J
;
I.:
� - - -_ - -- _ - - - _ - - - -- f.r �l� � �.1��- - `' -
� TB 2GI
r ,
TB 2GI �� � �
N. .. .. .. . .. _ . .. _ . _ _ .. .. _ - - - - - _ - . - - - .. . .i. TB 2GI � , ..'_,. . � .�i TB 2GI T6 GI �� N
� TB 2GI 75" RCP-III � �- ii. � � � � 15" RCP-III T8 2GI IS" RCP III ��� TB 2GI �A`- ' .'1�, -�� _ B 2G 15" RCP-III
W >, � , ,' ' - I . _ REMOVE DI � . . _ . . . ,:.� -� � �_ �
- — 1 W
W - -- i . I �- � --- - - - _
II -- � - - - - ` �
_ _ . _.
�- �� �� � - — �� jl, - --
N z i <�� L tn
, _�
; �� �,_ i ,� y-' �� -
W _ - - - - � _ _ _ _ _ ^ -F5 - 2GI /� -, " � j'
_ _ .. - .. . . .-' . _
}p -_ W
15" _._. _- _ _ _' SEE� ETAIL A23 I Ll t. ...� -� i 'j� -- 1_ _
Z �_B �H .. y_ � 2G/ '_ � „ [ �`�`�'��,� ' �, ��L--l�� � _ - - - . Z
_-- _
__
� 2GI F$= � _ _ .. . -.�-_-�-- U� ✓I� � _ __.. �
- _ _'-' .--- ---_----. ' SEE DE7AIL #21 � - _ ��-_- ---_--- --..-.- ... .� . , m � � ���..
i
- _----_
- �.:_ . CL 8 RIP RAP� . _ . . . . _ - ... . . .�.._ _ � - f _ '' , J
B" � ��1 � TEM ORARY SURFACE • -��
. .- _ � � . -. Z
U _ - L" C i_ . '� €ST 3 TONS C =.- c . _' � � �_ � Wip clsp 3 � � _,., � � , . : � / "
, ` -
� � `ES7 10 SY GF � L'' � l -,� (Bp� _ WA ER Ifv�PACT � � - `� ' , � . , _ V
'; � TEMPOkARY SURFACE ' � �� �-�-� ~
Q .J" ' F WW W: iS Cw % �� WATER IMPACT /'� �
. . . . . -.- ... _�` _ •_ ' _ _ _ ' _-
� ._r'o - , _.' __ . 2' BASE DITCH - A�a � �4; �`' �\� �j� �
_ _'_-' f 1�' ..- , �r . W.�CL �='RIP RAP ./ F �. W CL IRIP
H;
I- LINE EXISTING DITC '
. �. �.� -'. ..� SEE DETAIL �F27 . .•' ��, �� � � -2' LATERAL BASE DIT H
. � . . _ _ . _ „�` RAP
- - . _ . . _ . .,� 1 r . . �' �S , �, \, '. ... W/CL B RIP RAP
'� —�� /SITE #I9 SEE DETAIL >fll
�
�-� ^+F' � - � - ��TEMPORARY SURFA E��
( RIP RAP AT
BOWERS ALLEN H& NADINE B . G'�M� �.rrY _,-� ;. EMBANKMENT S� WATER IMPACT I
DB 634 PG 168 �"� " -_, SEE DETAIL &19 �,�- �
,�j ^� �'' ' . % �r ,
- ,.az �,,r � . � i - ,r.0 - 1
rr '�-�
�� � � u��, � ' ��, � CLWE LINDA R �\ 1 MULLIS CARROLL C
�� r �� E'y' " � .
� y� J �„ ;� �; �. �
; i � `" ..a� � � �' � �\
, e��. � _�' rr�/�/� � 5�� : � .5 . �
�
� -�. i . �., .
.��. ...� . . �: . . L . '�"-i- .. '� � � j � �' �' - � BANKRSTABILIZ TION RAP
I . . /� ����y / W/Cl IRIP RAP WHERE
, , � DISTURBED BY REMOVAL OF
DETAIL 17
BANK STABILIZATION
( Not to Scale)
Natura _ - - - Mi t���" Nat�ral
�oUn� �h7.��T ,L1���„���a� -�ifoUnC�
PkisT��l�O T�F �J�,� v/ ' E'P�P�`(�
� eqHk ,� �,i. =NWS
CHANNEL BED
(Variable)
Type of Liner = CL I Rip—Rap
DETAIL 19
RIP RAP AT EMBANKMENT
( Not to Scale)
12'min.
Ditch � �
Grade 2.0'min. — 2.0'
_f' NWS
GEOTEXTILE / �
� �`I`\ /
/
/
/

YAFi,UIV, " '� PROJECT REFERENCE NO. SHEET NO.
BRINCKERHOFF `'� I-3802A 22
_... _. . . R/W SHEET NO.
ii
r` r` r ROADWAY DESIGN HYDRAULICS
- � ^ ENGINEER ENGINEER
n - QI
�AFI��II�_ �,_i,LL I I1�
TS TS � DENOTES TEMPORARY ,-S�S � �
PERMIT DRAWING � IMPACTS IN SURFACE WATER /�I�
g
SHEET 62 OF �28 �" DENOTES IMPACTS IN �O ��<F
' ��/��� � 5 � SURFACE WATER `�9� �
MODIFICATION �9'
O 9�F
� o�
—>— 11/32 0 V ��9°%
T- / � F�L'-JTNE
-
CARRDLL\ � __ —,- __ -_._-�-_-, _ " - 9C'
CHARLES GARY JR / � �� k : .:' -: � --- � ,� � -- � I -� �F=--�-� � � � � � ����9pNF �� -
-- �
_ in�, w:, (� � ^i�,_ . � � -_- --- --_— - .-_ --- - . I „ � I 1� ' �pT .. S T 2i
� � � . _ �.. . � , _„ .
�� i o ( � - , ---- - - O I � - ' T �J
� �
\
/- �
THE HOMEOWNE 5 JONES ROBERT
ASSOC FOR HOLMES
HARBOl1R & ESTER / CHERYL
TOWNE INC
PB 39 PG 61
� ,
O ��"- �� - --�-
o == , -_ —
N�� �-� � -
Q 2�
� - -
N
I
J --- - . ..- - _
N
� TB 2GI 7
W --
W --
_ -
N
� � o � � � � -,_ I � � o -_ -� -,„_- � ��� �, _ �` ��� �
y- �' ' /
��;. , ; .. .. --.- — --
, . � � I � ' � � � II � i -
M i ' ' -�-� . _ � ,
O � � ' .. _ , � � '� � \ cP
i
�- r � —:� �:- _ � _ ��, Fc s- . � � ,.
i 7—�
I
,�, �.,� � ` � � 11— - � - I . � ���-� �" %
. � WILBERG TARA . � w2 � I � , I -I -- -- � . I, � "� � : �� .. � . ,� ..
� �� � � ,
� I
Gn�' BRADFORD � '�a -' . � � ' � �� l �
- � �
� _� � � - i . � . � � _' � J,
� WAL �
, � \. �F� THOMAS . ac � � ... _ .,, ,\ � . . o , � �
-
. y� c° ._.- '.___.MECAR � _ � I���� _ . . _ .:. __. __- =�- _.,_,. _. � :.... .. �-_..... � ,�
� i �I
oy� ~ eT �RO JAMES A& ELL bAV �1 B� �'�, K E4SEC-RYAN P . �� �!. . �`
�. y� . � R��F RAABE .SCHNEIDER . EY JT ��� WHITE A��-JAR�Ej CAROLIN M� WILLAMTB � SITE trlt4 �" �
�o m g R _
.. �� � MQS OARBARA B PAUL HAR � . .
- i TEMP 12' PIPE TO BE
�
THE HOMEOWNERS ASSOC � `L �� _ & �AROLYN KEVIN RICHARD G& .� - � / Rennoveo DURING iRnFFlC',�
�� HONEYCUTT � & LUCENITq
� - �s _ -,-- � .. - . � i
iOWNE ING . - . --` .. . _' ' . _
CONTRO PHASE I �
� FOR HARBOUR . - _� � _ - - -- __ - . _ --. - �_ ' ., � � LIMITS OF EXCAVATION I . �
- -
- -__ . __ . . �- . .
BDO .,�. - . ��. -.-. �.'�-- _ <---- <-__— ___ -_ - �� -_-_ .
�� �
. _- -� __ - - � — � � --�_- - -
�
� - _ __ - __ - � _
__ __ �� �P� RIP RAP AT /�_ �CL 6 RIP RAP
_ _ _ ' EMBANKMENT _J �� EST 2 TONS
— � -- � -- - . . - _ � -.� �L B RIP RAP / SEE �EfAll k19T�1 �5 �� EST 7 SY GF O
�
�, O N W�CL B RIP RAP � .' —____\,�a .,__ __ \ EE {1 RI L� OCH �__ � E5TT10 SY� GF . .� ,• WATEORr .. -- � � O
3 m� . BERM V DITCH ;/� . RARY.�SURFACE
m .� v i . � _ . SEE DETAII :::-32 � � -- � �--�-�ri � �z- � � d/� rnc i �".� � .
� REMOVE DI .._ . - � . . . . . . . . . . .. - . . _ -_, _`' , �, .a 3 `�\.{� . ) I 1 1..� � V m M
' -- --- ------- - � --- r --- --- m `' / l`' 1 1 I,i i i �
� IM T I
� � � � � - -- � ` Re e ' � �����I � ' � ��� ` � w� -
2GI ' _ "�' 1 � �7�� �,r] I� , Y� ��J' , � �MOV� . I . . ��,��h�� �� l � � 3
au � � _ - is� - - -_ �' �� ��� � - �)U,Lu_1LL! �
- -- - -
_-- _
I z�i .. - - _ - z�i �e�� - -_ ..... .er _,�i, -,�,,er_--- ---�___ z.�
--- -. m __ � �. _. _ . .. . . , - �.
- - - - _ __.__ � IJ.1�1` . ,rr': / —�---- - �r - •
T6 2GI'
�
- n
'�� �1J {"T
_. v
- -- - -�- _ . .
- - i��' �,I � L:
_� ___ �T.i_i
, _ _ TB 2GI� . fY5`V�' /
_ REMOVE DI - ,
_ �
W . __ _ __ _ _ - � _ _ --_ - .FS - . ,.r 2GI
Z 15" .. .- . -_ _-. . - ' ,-SEEti
- 1B w,MHI� Q _ 2Gj
J �� - --- �
' — -- -
ZGI F$-' .._
-
'_ ---_ _�-_
�--- ------- ---- _. ,-
___.'__'_'_- -.--�------" SEE..DE7AIL#21 '-�. CIBRIPRAP` � . . -'.-_'�__--- ` .. .. ...-
U ( ESF 3 TONS 1 � __ -
/
Q� �EST 10 SY GF (� .. . .. --_.- - _ L - C' � ' .�-�
� - - ,. . _ _ — . � _ -- � �� w i _�: f w i
wIB-�,�
f�ep�s
. � � _�.,.'- . ... � - ' - - _ � ' _ ' rf � � " - W� CLS$'RIIP RAP
- � � � - � - ' " Y SEE DETAIL �+F27
; �; \ - �___ - �r .
S-- �" �� \� �- ��\ _� � ��\- �_ i `� y 15�.
� , ���,�� � � � � -
; \c. \ �I ! � i �\ ���� _- � -� �� �� -� �_ RIP RAP AT � _
aOWERS ALLEN H & NADINE B �` � Iy�I��\`+, � � r � _ �'�, � �� \ " � f r ��--'� �� - �,. ` ���- - � � EnnBaNKMEN? 5
DB 634 PG 168 1�� /�� y ��' .. � f `' � � a� � � `\\� `-- � / l � � � .-,- �S'� �- � SEE DETAIL «19 � .
� � / � i�'"� �" � -� � �, �� �, \� � � � ,��� ? - � � _ ;/ �Vo`�r
. . � . i � i � � � � fi `� �� / / � / � � ` _ i %I (� B / �. � �,•` � \ �. \ \\, \ _ ;; -'_ . : y,r ypU:'_ / ,- _ ,L' . ;
\ � \ � � \ 1 � �� I � � I ( 1 + I`t ��.` �. � �- � ���� . � / \\�� � �\ � � � -,�- '� ._-- � �;� ��
/ � � ._ S ^r� /` _..
��� � �� � �� 1 1 I � ' ; ri�� � � � �� I�'jV� � / � �� �����, � � : `��. ��� V' � � -- ,,�=< � — _ ��� jr � r'� ��5�.
,,
� � � ���/�� / ��It.��� .� 11 �1,� �-� � , ���'" ,' _— , ,,�.
,
�,� _
�
1 r � � ) � � � � � f � � � � � � (` r ?` i ' �`,�' I � ` \ �\' � ` ,�1=� y— _ �! / � ��
_
: .� , � � �� .'
. ' . , - , . � . . , .. . . - � a . " ' - � - . � j � t J/ly :/ � ` .
Y
. ,..I-�. -...' - �. �
DETAIL 17
BANK STABILIZATION
( Not to Scale)
Natsa� -,�Mi t��' _ Naiurpl
�ound ��� �5��� - � Z`iround
Fx�sT ��� T �,�� "` ��,+�eP��
san,�-� �,;= NWS
��
CHANNEL BED
(Variable)
Type of Liner = CL I Rip—Rap
DETAIL 19
RIP RAP AT EMBANKMENT
� Nor ro s�a�e)
12'min.-►1 —
�_ i-
Ditch —' 2,0'min. I
Grade � — 2'0
� —�-�� NWS
GEOTEXTILE
Type of Liner= CL I Rip-Rap
(� � \'� \ /
RARY SURFACE�� �
INSPACT �
� TEMPORARY SURfACE
WATER IMPACT
1�' _
CLWE LIN�A R
�;� ,: _ - ,, S�
�` �
/
/
/
TEMPORARY SL
WATER IMPACT
�a�i��
—�-�i�
—���'�
�a��=- -- -- -
���
_
N
y W
Z
J
_
/ �:�, . �_ � �
pDE� � �
LINE EXISTING DITCH/ �� �\
W'CL I RIP RP,P � �-.'._ 2' LATERAL BASE
W/GL B RIP RAP
/SITE #19 SEE o�A�� >�,,
SHEET 22A
\
\
\
�_ - _= MULLIS CARROLL C
REPAIR E%ISTING RIP RAP - . -` �-
BANK STABIUZATION --
w; CL I RIP RAP WHERE _
DISTURBED BY REMOVAL OF _ �

� PARSONS --� -"'� PROJECT REFERENCE NO. SHEET NO.
„'_ ...�..,:
' - - • � • • • - - • • •� •�� � � BRINCKERHOFF I-3802A 22A
, , ,,
�I, I 1 V10 = 1.6 FPS _ / - LIMITS OF EXCAVATION I V10 = l.l FPS -I � SHEET NO.
� p ROADWAY DESIGN HYDRAULICS
�i - -- - � � ��r� � �j� CL B RIP R/YP I ENGINEER ENGINEER
� V10 = 3.9 FPS r RIP RAP AT 1
�' � �� �1 � � % EMBANKMENT�, ��� EST 2 TONS�� I
� -- - - � -
�� - �� - ",,' r�L B RIP RAP � � SEE DETAIL #19 : � � ,��, EST 7 SY GF ;
� -- > � �, . ;,. — -r - - � ' EST-3 TONS -,--- -- - - i a ;� I f
I � a ,\ LATERI��1� V DITCH -, EST 10 SY GF �'� ./,� p
, �_ W/CL I RIP RAP �ITE ?t10
, � � --�Ef-D€�AIL#10 �' � , � TEMPORARY SUf�FACE
,
I l _ �,� � - -= �� <��� - � � � WATER LMPACT ���T�y�� .�
Ii - � -- � -� -`--�� -; � � � �� -���1�� � �� BLl�TN�
, _ � � �7 - i� / � � p�
, _ - , � - � � � � J �' � �l � I � � j' � � ,� � -��� � �l V m
� F � � p - =, � ������ _ �, �, % > � _ �( _ �� ��� �
'� --------� RE E - V m � � '�'�� � .�' i �i� � � , .�� , ' w
- „ �}'� �� I� � Ig �t�� 1 i� REMOVE'' � � ;�� � ,��.Y "' 3
, ��
, _
�.
�
''� � _ - � � °� � ��� ���� , � � �, _ ,� %� �`� _��
— � �_
�', - ,8„ -- - - - -� � ���f �� � - � � �o- - - - - - - - ���� �oo�
, ' � �, �S�S
��
I �/ O � � � '' O - - � �gI
, -� �- � - ' � p,4
;� o , �� � a
�, � ; y� - �� �
-
� - - - - �= - � ,s- , - � ,
- - - - - - � �. - h
, -- �- = -- �-ry- - --- -
, — — � �� '" ���9 � B JB �
��, � - - - � TB 2G1 ��� ����`� .I Y ���°� � TB 2G1
_ _ _ �� , TB 2G1 _�
� � � � � _ - �
TB 2G1 G � S y�% B 2G 15" RCP-III TB 2G1
�', 15" RCP-III ,� � � t_"�
�, � REMOVE DI -�� i � -, < i�.: - - � � � � � �-
, O� � O ,
� � � �-i- - �- � - - -� - � � �:�� � - -- ---
�� ' O '�� � . y ��
� � - - -
' � - - - � � - -
�' � �
', � _ � ' �
, � p� , ADDITIONAL TEMPORARY
i �g 4� �1 � i ���i ` t. � �.L � �
i - � � "I' � - CT�C
'� = /,_ � � ,�� '
� - _ < o ' `���c�� - - - -
� - - �
, �� ,;� �� ,� ,_ , -.
� �� 2G1 � ; �y , � � '�� - � - -
� 1� �' . _
_ _ - _ �._ o- -_� �- �_ o - --
; SEE ETA1L�#23 - - _-- � � � � _ �_ � - - -- __ -
II, � L - - � 111 1 Q10 = 3J8 CFS
��, _
1�����
�' ' 2G1 � �,`- ` �,� � �� � _ - -_ _
� � - � "' Y �,� j , � �� _ _ _ i -; , V10 1.63 FPS� �-v
, � _
� ��
� � - -_ - -- - - -
� i� �
�:� � � � � ' �� i
;. � �� -� �. -
_ V Q �� ,�, r - �ti � ' ,y ��� '- --_ - - -- -=_ �- --_- - � ��
� �
; 3 � � `" `�1� � � � � ��. �� � - _
� � �� �
m ���, - � � '� ----
_� _
. ---- � : � - . `V � � _ _
i _ _ ___
� _ � � � , �/ . �V '�� _ � � � ' _ _ � �,�'�� �
. p Y- � . . . ...i . (� _
l7 "
y : /
I '�. Wi CSP � --_ - � ���� �, TEMPORARY SURFACE � � V I � � ; ,, , ,� ;;� ;' ; ,' ; ; fF - -- r �
, � F�e� _ � � - WATER IM�PACT � I � A , � �� ' � ,� �� ; j , � ,' —�XCAVATION �
� � ws � � > � I . � ,' ' , ' ��, ; � � /" ��� IN WETLANDS �' -
�� (, � � TEMPORARY SURFACE I I - - -_ � � � � � � � - - - - - �_ � � � �� _
�� 3 � � �� � WATER IMPACT � � � �� !� ! ��� \, Q10 = 5.31 CFS ;
', _ � -�►�,�r`i ] � �' � - � �,.� �. q�'� �TD� . ;
'� 2' BASE DITCH - � � � A �����'�Lr�� � ��' P E � �� TEMPORARY SURFACE� � � �_
I = W/CL ��RIP RAP �<<`.�e, � � � ����-.� � � '- LINE EXISTIN� DIT� WATER IMPACT , ,;,
I - SEE DETAIL #27 � \ �I W/CL I RIP RAP 2 LATERAL BASE DITCH ____�-' �=
''I ` ;�`' � � \�\ ``, I W/CL B RIP RAP � ',
I i � SITE #I9 SEE DETAIL #11 MULLIS CARROLL C , I
, �
� `� TEMPORARY SURFACE�� �' ��
: �, �
'�, � RIP ftAP AT - ��i� � ti �,
I = EMBANKMENT � �ti'� ��" � ��� WATER IMPACT � �
�I = SEE DETAIL #19 ��,�`-" �- V10 = 1.8 FPS
�I - . c��� � �v '
'�, � ,��,� ��; � CLINE �INDA R �
5�, 5�,
� ,�,.�: \
/ / DENOTES FILL IN
I �� � ���ti�� �,�A�_E F F WETLAND
�, � �� � �\
'' r � �,� ��5,�' -�� � DENOTES TEMPORARY
� PERMIT DRAWING � I IMPACTS IN SURFACE WATER
'� ��� � ��� �� BANKRSTABIL�IZATION �� SHEET 63 OF �22 ��.�" ,� � DENOTES IMPACTS IN
I QS
I �`�' c� W/CL I RIP RAP WHERE �� �� SURFACE WATER
', = � DISTURBED BY REMOVAL OF MODIFICATION
��, ��', - EXISTING PIERS
11/3r1017

� PARSONS --� -"'� PROJECT REFERENCE NO. SHEET NO.
_ „'_ ...�..,:
I : , „ 1 - - . . . . . _ _ . . ., .,. � , . BRINCKERHOFF
I � - I V10 = 1.1 FPS — I-3802Aeer No. 22A
�� / LIMITS OF EXCAVATION
V10 = 1.6 FPS -
—�—�' _ . . . �.
-� -
---
> � �---�
---- -�T _, - - -
��\, \ _ ' ,; LATER��''V' DITCH ,
� � � � � � W/CL I RIP RAP ��.
: ,, ' -�EE -D��AIL_#10 � .
- � _ ;��., �
� - - - �_ � ---�,
-- r`*�. "� -_ , �� -- --� -- � d
.__ . F. - __ � . �/ __ -i' .. ; . .
_ ---- RE E -'" ' V
_ _ co
�8�� - - _ -
TB 2G
_---_�..� :���
15" RCP-III ' ,� TB 2G
� REMOVE DI - �
�� � _ - _
ti? m
r II
�j O
- -- /�� �
2G1
FS- - - -- - --
SEE �ETA'iL #23 I �V� � ` ,� �
2G1 � cn Y�� ��
a3 �`�y
U O ��� =�y-U,
---- - m ��� ��,-�
_ _ J �/:
I� , _ � V,�J�',
8��
wiF�eo�s ---- __ � \
�,�� �
2' BASE DITCH - � � � �� AQ����i
W/CL ���RIP RAP �`:
SEE DETAIL #27 � ��
� _ � � �' �5
RIP RAP AT
EMBANKMENT
SEE DETAIL #19
���, �,
� % i
� r,,; -'
� �
,
/ ;
i
��', t .
� � .�,:.
,' � F
. �
, ��
' -- -- --
--- - - -- -= - ;
V10 = 3.9 FPS -
;
�`';' � �CL B RIP RAP
� EST-3 TONS -; -
EST 10 SY GE'
-��`' _
� _ �-'� �
—�--t _
177��I
i `ti"E � �' U ti i� � �A
�' >, ; � 3-
��
/
TEMPORARY SURFACE
WATER IM�PACT
TEMPORARY SURFACE
�: WATER IMPACT
� �`'
�1'
� ' �
/
��� ,. _:
i '' �8
� � �
--/{� �i
i
� �� � � � � �`�� �
�� %� ,:`' TEMPORARY SURFACE\
� � -a�� � � �'� �� ��-� WATER IMPACT ��
�,� ,�`� \
,:���� ��� " �- V10 = 1.8 FPS
� f
- �o�� „��� � i;'i � ',�����1i�l�i;�
� �;'��� � C�INE LINDA R = �!11
� �/ �� �\ i ' \
' � l l ��.� A �
� L�
I �� � ���� i'\i // :i�////r��� i%�j/ j/,.//\ .
� ��'�;/� �'//�/i�'///��/�l/�l/// � /%/'i/��j j� �o .�
� ,; .
/ i. i � i 'i��l� �,; ; � , � �.'; �i /i; : � � � ,
.ii � � / 1 "/ � i �
' i / � �/��/���������� —��/l%//i,%i, �' i�����,
� ,, �; � �.��
�.� �� i .�' /, � � � / � i i.
�� �F / � �.'/��/�///�l/r �,�� i a',, p � , '
'�' ;� �� ����;�%�ii%',�i��r,;;;�.�.! ;� /;�,� ��;- �
. � . �
��� � .//i��//�i%j /i����/ �/�'(� ( � i / i �y� ��/�F�' �i
i � � � � !
� (TYP) I
r RIP RAP AT � CL B RIP RAP ��
�% EMBANKMENT��, EST 2 TONS
- i;--1 ,`, EST 7 SY GF
- ---
/ SEE DETAIL #19 � r �� I
,�, �ITE #18
� � �';�� �� TEMPORARY �SU�FACE ����
, '�� WATER IMPACT I �� � y �' __
i/ � � �� L�� v�i � -
� � /
Lj� � �j 1 i � ',� U 00
i � �i � � � � _ ' - �( �� � f �
�. � � _ � �`�� � 4 �� �� � ' w
�- --- ,- ---
;� -
�4 ,
� i ;
� � �
- -� �-- � � �
JB
B 2Gr 15" RCP-III � �
- ADDITIONAL TEMPORARY
J_AA D A('T C iljl _�.I.�-R--I�.L \ I�e\! A��
r�� _
LINE EXISTING DI��HE
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
� �L�JT!-IE
�op1
�6��S�S
7P,�
Q10 = 3.78 CFS , _ - - - =i,
V10 =_ 1_63 FPS ,= _ . -
' _ -- -- , �_`
` -" � �;
� r. ,
� � �' ,' —� �CAVATION J /
�, � r IN WETLANDS %
- J�
�� � � Q10 = 5.31 CFS -;� ��� �`
- — — - - �/TD� : , -
TEMPORARY SURFACE� � .-
� �, WATER IMPACT � �.-
W/CL I RIP RAP i _ W/CLTB RIPBRAP DITCH _--- --, `,\
i / � rJ I
SITE �j I9 yka' ;�\" SEE DETAIL #11 MULLIS CARROLL C \J �I
_ � ti �-
,
, �
� -
/ ' -- --- -- _ -
/ivy9-� . I ' ' ' _ -_--__. i /'� - _ _ - _-'--� .
i /�// ��� �i - _____- . _ _. l ' __--- __
1 / 59/�/ � � /r/'__ �_ . . ..
��� ' ;'� -� -- '
, �� ,, - _
�.. ,� --
�� � . �, � — _ _ so o so
,,�, - � ,',— - - -
,�ti'� �� — ---
�a ;�'�� j __- -- - ��APFue ;cn�E �T�� ,;"�j� %I DENOTES TEMPORARY
�a IMPACTS IN SURFACE WATER
� �� , ��' DENOTES IMPACTS IN
�� REPAIR EXISTING RIP RAP PERMIT DRAWING � 'S, ��, SURFACE WATER
BANK STABILIZATION SHEET 64 OF �ZH
W/CL I RIP RAP WHERE F F , DENOTES FILL IN
W ETLAN D
DISTURBED BY REMOVAL OF MODIFICATION
EXISTING PIERS
11/0 3/2 017

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 83+00 -L- BANK STABILIZATION < 0.01 < 0.01 15 10
2 94+68 -L- BANK STABILIZATION 0.04 < 0.01 172 20
3 97+00 -L- EXTEND EX 30" RCP-III < 0.01 < 0.01 15 20
4 157+27 -L- EXTEND EX 42" RCP-III < 0.01 < 0.01 7 10
4 157+25 -L- BANK STABILIZATION < 0.01 < 0.01 14 10
6 193+25 -L- FILL 0.01 95
7 193+00 -L- 6' LATERAL BASE DITCH 0.03 < 0.01 140 20
7A 44+87 -Y7- REPLACE EXIST. 48" CMP < 0.01 < 0.01 23 24
8 195+25 -L- 4' LATERAL BASE DITCH < 0.01 15
9 205+50 -L- BANK STABILIZATION < 0.01 < 0.01 9 5
9A 205+50 -L- BANK STABILIZATION < 0.01 < 0.01 5 5
10 230+75 - 237+60 -L- CHANNEL CHANGE 0.11 < 0.01 666 30
10A 229+40 -L- BANK STABILIZATION < 0.01 < 0.01 7 12
12 241+00 / 248+00 -L- BANK STABILIZATION 0.01 < 0.01 22 20
12 241+40 -L- EXTEND EX 48" RCP-III < 0.01 < 0.01 25 10
UC-1 257+45 -L- 6" WATER LINE 0.01 56
12A 257+45 -L- BANK STABILIZATION < 0.01 < 0.01 21 20
13 267+70 -L- EXTEND 36" CSP 0.08 0.01
14 268+45 -L- 18" RCP-III 0.03 < 0.01 106 16
14 267+00 -L- FILL < 0.01 < 0.01 < 0.01 3
14 267+00 - 267+25 -L- 6' LATERAL BASE DITCH < 0.01 0.02
15 269+50 -L- EXTEND EX 42" CMP < 0.01 23
15 269+50 -L- BANK STABILIZATION < 0.01 < 0.01 20 4
15 271+00 -L- FILL 0.01 60
SHEET 126 SUBTOTALS*: 0.08 < 0.01 0.03 0.26 0.05 1448 307 0
*Rounded subtotals are sum of actual impacts
NOTES:
2013 10 24

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
16 279+00 -L- FILL < 0.01
17 305+00 -L- FILL, OTCB 0.01 < 0.01 10
17 306+00 -L- EXTEND 30" RCP-IV < 0.01 12
17 306+00 -L- BANK STABILIZATION < 0.01 < 0.01 16 6
17A 317+76 -L- BANK STABILIZATION < 0.01 < 0.01 8 10
17B 322+90 -L- BANK STABILIZATION < 0.01 < 0.01 6 5
18 338+00 -L- BANK STABILIZATION 0.03 < 0.01 185 35
18 338+00 -L- BANK STABILIZATION 0.02 30
�$ 33H+OO -L- PIER REMOVAL 0.�7 125
19 340+00 -L- FILL < 0.01 0.07 < 0.01 356 15
20 350+50 -L- EXTEND 54" RCP-III < 0.01 < 0.01 12 10
20 352+00 -L- BANK STABILIZATION < 0.01 < 0.01 22 10
21 48+75 -Y3- FILL 0.04 210
21 48+75 -Y3- BANK STABILIZATION < 0.01 < 0.01 15 20
22 50+00 -Y3- FILL, EXTEND 54" RCP-III 0.02 130
22 50+00 -Y3- OUTLET PROTECTION < 0.01 < 0.01 15 10
23 58+00 -Y3- F I LL 0.10 < 0.01 0.04 0.01 135 65
23 58+00 -Y3- BANK STABILIZATION < 0.01 < 0.01 11 10
24 16+00 -Y34- EXTEND 36" RCP-III < 0.01 0.01 < 0.01 80 10
SHEET 127 SUBTOTALS*: 0.11 < 0.01 0.02 0.24 0.10 1243 341 0
*Rounded subtotals are sum of actual impacts
NOTES:
2013 10 24

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
25 388+34 -L- CHANNEL CHANGE 0.01 < 0.01 63 10
25 388+34 -L- BANK STABILIZATION < 0.01 35
26 388+34 -L- 72" WSP WORK AREA 0.02
27 405+66 -L- EXTEND 48" RCP < 0.01 14
27 405+66 -L- CHANNEL CHANGE 0.01 < 0.01 56 7
27 405+66 -L- BANK STABILIZATION < 0.01 < 0.01 31 12
28 412+82 -L- EXTEND 72" RCP /42" WSP 0.02 76
28 412+82 -L- CHANNEL CHANGE 0.01 < 0.01 43 12
28 412+82 -L- BANK STABILIZATION 0.02 < 0.01 73 17
29 20+91 -Y13RPA- 42" RCP 0.01 93
29 20+91 -Y13RPA- OUTFALL CHANNEL < 0.01 < 0.01 35 8
30 437+82 -L- 48" WSP < 0.01 34
30 437+82 -L- CHANNEL CHANGE < 0.01 < 0.01 10 11
30 437+82 -L- BANK STABILIZATION 0.01 < 0.01 71 10
31 437+82 -L- CHANNEL CHANGE < 0.01 < 0.01 37 11
32 449+92 -L- BANK STABILIZATION 0.02 < 0.01 106 23
33 470+69 / 473+73 -L- LATERAL BASE DITCH 0.11 0.04 0.02
34 470+85 / 477+45 -L- LATERAL BASE DITCH 0.03 427
34 470+85 / 477+45 -L- 42" ALTERNATE PIPE 0.02 234
34 470+85 / 477+45 -L- BANK STABILIZATION < 0.01 13
35 478+17 -L- BANK STABILIZATION 0.02 < 0.01 99 30
SHEET 126 SUBTOTALS*: 0.08 <0.01 0.03 0.26 0.05 1448 307 0
SHEET 127 SUBTOTALS*: 0.11 < 0.01 0.02 0.24 0.10 1243 341 0
SHEET 128 SUBTOTALS*: 0.11 0.04 0.04 0.22 0.03 1550 151 0
PROJECT TOTALS*: 0.30 0.00 0.04 0.00 0.09 0.72 0.18 4241 799 0
*Rounded subtotals and totals are sum of actual impacts
NOTES: In addition to the project totals listed above, this permit includes a total of 0.01 acres of Temporary Impacts in Wetlands for Erosion Control
Devices per the NCDOT Roadside Environmental Unit.
2013 10 24

r
i
� s �
�_ + ' `�' • � �9'
il�l, � i
' �I� 0
•�, —'�� _� • J� � s
� e � o � � � � '� � • -
�
� � �
¢� � I��a�; �`���'� ' � '. I�'���y� :±
��i�,,, ` �� � �� • ♦
'�- �--�- -°�'�'� , ���._��-��4-,� ��� ��l1�� J //'//
� - � •� � ��.:. �.� •. -� ��•,;�i' ��i����� �
. ; , e /�/.�/�4/�,�,/Ez. ` r� � ��e�♦
Iti �`�'� ,��w� ���. �.,,.,;t. , �'� �� � � �►��I, ���il�
�i�_ . �
�Y�/ �� ��,2�''���V'i �:�i�:���� �_ ��►� ��� ~��fl`�
.�%''��- . �����%�i�i��r�"i'�������►�����`������ - -
� •- �a.rin�� r---� � � �
���i�i�e''�i�i;���?i�''�%�l����r%/%�'�v�� ��:'��!� ��ii
���i���i2�0:� �`'����-���� � �� _i!►!i8.i�i�,i�'�������
�.3►����`����'� �," e_��s���� � `- ���� � .� ����
'� � ,�� � � � ! r�►'•'- �!' �� •
� ...-�a�-
_ i��I���.�I�����,' � � '� �� �V�4►� � _�-��
-.� �/���i•��ij��" �►�. "�'�� �.!�'f���'= ' .
15" RCP-III II ��� 2GI
r;,�7t_ _ -f�EMOVE I _�--I.II_�._coG�, -�
_._ � ,
_^-�� ���� _ . . �
- -- —�
� �� �, �
�`�
. �,�'. �
G��'%�s��t=�i�i
���.�/����
�0����
o �
�
" RCP-III
PROJECT REFERENCE NO.
I-3802A
WW SNEEf NO.
OADWAY DESIGN
ENGINEER
BL�JTH E
�op1
S�S
� $�
�
SHEEf NO.
ENGINEER
1-�' rt1 = I� - ;�' � � �
i, ��: , �
r , ,_
i; r
C7 , , , , , _ . -
--------�- -��- -..-- �..��_ ...__ ,� / = ,"'� ,/ , i / � �
— - � � — :i � ' / i, � — -- � -- � _ - _
E �a° 2GI11 �
,
,
- --_ - _ = - � � � . . �� m v �— - - - - - - - — - -
E_� __ ., ...__— — �. .. . �._.' . -___ _ —_ —_ '____ _ _'_.: _ _ __—_— __ -.
SfE C # 3- _ 5. : - t �,,� � ' ' �� - _ . : a_- - - Q10 .- 3.78 CFS �
2GI ' �- _ - ,' ° - - _ _ - - -
_ s'� _ �
�C � � ',� ,� �' _ piT�, _-_` `
��" T ONCI�ETf V10 Lb3- FPs-�
;�
_: � _ � - � �.
�
� - ;. , � , . � � -- -
__
� r� � � -'�% --- -���
- � , ,
� � - -
, , , __ _ �
. _. , , -. , . _
��
r,
,
, _ , , _ _ _
--- `, , , , � �,.,� � �, ., ; � � � � _
, �
, ,
;
. ' <
�
�r, ,�� �
�e � . � � _ ��- - _
, •• �� ," � ` -��lV1RfJRARY RFACE �" , ��
� � � `� �� � ��� - -
C � � v
, _
_
- �rl!i�$Osp :`! ' - ,=- ,\� `��' '''� �li�TER fAAP�CT � � ;�� � � � , ;; , - ',�. �,, �J _ - -
c ,
; � , /.
,- ,�� . � , � ,- _ ;�
,, "� ,,; ��, � ,,; � _ TEMPO �URFACE ' ; `�i �; � / ' / / � i , � IN WETLANDS
s� ��,:. , �
� � , ,, ,; ,� -:%���, . ' � - ; ' - WATER MRACT = .,' ' �i, ,'` '�' �� i%,� �� - Q10 = 5.31 CFS , � ,'�
_ _
' / ��u /:; , /` ", /j///i %i /' / / %j, — _ , i//� �/ / — _ \\
� ` •
/ �g �� � . `A� � TEMPORARY SURFAGE-
-2' 8AS 'b(TCH-' , ,5�,,, :.��; '�G ; . ,- ,,� ��, � ; �� , ��� % PDE . _ ,, �,�; ��:�-�' i % P - � � ,,
� �'�Wl ' � . � � � �,'.- � � � � , � � '� __ - WATER � IM ACT � �i� �
.
� � � �P'� . , � � � �� � � I _- �
,� . � � � , � �
� ; � " ,'- ' -- � , ' ''� " NIB '� ' � � % �• �; � �i,' �\
EE , . �,� =r - -
,-
� , - -
--� :< :;. ,�1� , ,� „ ,. , ��, =,� = _ , - - - - _ - . Q,
RI RAP ,4T , �
_�_ , , ,
; �-,, �
' E ANI<MEN � ; � ;'
,, ; � ' � . �,, , - , _ 5EE DETAI! #19 - � � ; � ' ! -� � � i '2' CATERAL &4S� DY�CH- -- � ` '�
�� �-� � ;�` �. . ���� ' � ' � ' TE �i I9 ' - - ,--- _ - -- LLf�\CARROLL C
' � , . ' �' � 4y. � ' � _ _ _ _ �� Q :
� L �B RIP � __
�.f�4P :RA,P,,�T ,,!�,���!-,� , %.-��i� ; " �F.� ' , �`; 1 TEMPORARY SURFACE � �' �5���. � S C DETAIL- #�]-�� �� -_---� \ �` --- ti v+
i S� _ _ _
' ' i,�',,� � �, � WATER IMPAGT ' ,. - ' , „ �� � _-� �,�---- �_ -_ __:. �.
� EMB" ,��T�� �' �� ,' � � � _ �RIP RAP � --- �� ��" ����� _- ---- ���_ -�� � ��
�� _ , -.
, '' J N,�,; ��, i� i �s � REf F�ki T7�1G , -
,gE ,f'f # � �ii;�, �i i.�. ,��ii�,' V10 1.8 FPS - � K 5T;4BILIZAT�ON ,--',�' __--�� ��/ �r�---��----� --_` �� \ .
, , , � '
, a
�. '�, i , i���i '! , ' �,V ,: ij /.��i�%%' �,����. ,"���- ' �/C.���I R1P'�RAP��1FIERE _ � __-6�9---- � �i� /�---� / - - _ _ -_
,
, �
., , - , -
� �'_ � . ,,�; r' ; c,� �"'!• �;�' � ,. ^,���1��;����r' -� ,D1�TURBEg, BY,REMOV�4L-6F_,------�9---- � � �� i � ,
, � l I I � ," �
- ,, -� :�'� ii`�'r%' �-' ,'%; r!i -� � CLbNE L��INDA R ,���������-� ; � �X1S�iN6'��ERS --_-- _ _ -- �
�i'� , i /, / / i . � �i� ii , � ---
i . / / � � -/, . /i j. ( „i ��-;� 4y - � -�� ___.
,,. � � i � �///�! �% % ; , � l � I ��iii%�� i %° � � j3 �: � _
�� � � �;/�/ �• � � � , ����s�, ;%'�'��� � � .,�TAF �y -,-- ----- �
i / � l ( �\ �; c'� � _ � r ii % i� �' — _ so� o� so�
../� �� ii�.�% >� r , � � � ��i.�i ���i �ii'j�`�/�y2���//� ;- =%� %; ,- �� '=- ;,��-^ ---- � DENOTES TEMPORARY
� i i /i// i'� �, r ,� ) / /�'/� /��� ///� // iii�ii�i-�! ,� � �i,- ' - :�� � �� - �---_
= i i tij�j ., � '% � i / / / /� //�� i�� /i�%���i,--' _ , % % - �� �� �roby'S� ----- - IMPACTS IN SURFACE WATER
� / /�//�'� � / / �i / /// /�' //// �// ��%/��/ ��/' , � ��i e��iii i�i �-- — ����-- �
�� i�/i" ,r' �, �/ �/ �� �/ /�� / �� ��// j�//�//� ��� �� —����i��i�/.�i4� � ___ � 9--_---- -
i i GRAPHIC SCALE
� i / �S� / / // / / �— /� �//� � _ys�� �ii�i � � � �^ ��
� � , i.,� � � � �/ �, �_J ii i��iii'� � I I' �%� � ��i�� �� DENOTES IMPACTS IN
���� �i. �� i�. i�i•� � i //�/a� / i� ii ii i, � - �� � � � � �����--_ ��'��--__ ___- -- � SURFACE WATER
/, ✓ ////, � � �� �/ /��//—�// �//�//���'j�� I � � � ��, .-�/ / �2�'"� �/ 9 —
.j��i /� � q��// j% � � �� �/ �/��'// / �//�//�j��/�.��1 � �i,', /i,ii�'%/������ --- ---- _---- -
''%/�� � `�j�/j%� // �� �/�j��/��///�//� %/�j�//.ti°'j//�/�'��. �/ii � �'i%%% i� i � - __- --- -- PERMIT DRAWING
-%�� �ii�i� � � �-�i���j//%��/�rJiiiiii�/°� �=� ii�' �i �� ������-- --�_______ � DENOTES FILL IN
' � "' � �"���� ' ' ' SHEET 64 OF 128 WETLAND
l' � �%�%/ �/ � �/��/��/���/�//����/�//���j�/// ��J, . � %/� �bs�/�////yv9/�//0���/�.';��^ — __"__ '
� , �-'—,_�% / �� /�/��/��///�j����/ ((II�I���� Il�l�/ �/✓i/i / �� i� .
_"- � -' � , /� , ///-,, ; i
� ,�, i /ll/� r //ya'�

MAiCHLINE SHEET 35
Y3 STA 23 F00
��T � � I �l`'� T
� � i '. � � . � �I j�
��ii�' `��I�
p,.a 9 .N �� i II � II
�I
�
�
I
I
I
I
�, 4
Y -�
.�... fj� --� I I'�.., II
I
' i�
�,
�.
- I
i�>
�
t
� ^I
I �+�, iA ' 'i
� � ,'; � I �t�d i�� � i.
wo � h { 'i
+"Lt �_,` ,I; �� �, i• � { ;
_� I
��
�, � ! �� ��.; �
W� —� �
z�r � ������ � -
�> — �� � ��
s I � �I�� III 4 ���,
Z ����:I � I�',
:'I �� F 1� �1� I. I I'�i II I p ll I.7� -
" I I, I,.4I I I I �
-- — ,, �,:, i �I't a
iNi �h' ��I I A 1 i
__'1 ' k II I .:, ' i
_E�E— �� I; r f _
- - }� �.I I ? 1..1
- � �� � y 'll I'I II � MI -
i
� � � c ��L
' / ,. / \\ _ I BRINCKOiNOFF - � I 1802A
� �
�
. .. . . ' ,..ly�,�,�.' MATCHLInJ ��n°•..-^�.v. �YS" ��TS' DENOTE$ TEMPORARY ����«: e�c.wi
-. ' �,.� e, $f{EET IMPACTS IN SURFACE WATER
�� � �} � �I_l /'A QS+003g „���� DUR�CE ATERT$ IN ^
i � -Y7 ST E
��NE ziE�a°� '�� �_� �' SITE #7A � �� � � rew�niT oRa,wiN� �s;,�;�
� SHEET 16 OF 128
_ _ -i- _ /N
��GH gTPy_ - J� T r / '�% r I I''� ��'i-- 1«
', �i �,�Qx. � j€ % � .��c � ,�. � � III^, , -� MODIFICATION �2
\ � . ,. , �� �BLJTt-IE
� . �1 � \ 1� ����, `i'e.. - - .�.: , � � � . .\ . . _:' ,. �'�� � * � ��' - I I' \\, � �� � 9262017 0
. \ � �y, }� ._ ., -,
� : � .:'i�"�, i HrE _ � . � �� �� o.m �w . -"�. ,! � � � i �d>� ' � �. _, /Q
I I \ � _ " ...Y " »� o�° .:. � w, , �o., `� I I` , "\�M � ��� �� � � 2
,.
\� � � ��
, , � , �,�, � F � , �. � � , , SE SHEET 12C . �; �� %' � ,�i' � 9 �r � ��� � „� � _�. � p �
� . � y ; , �' y s �, �s� ; . �. %�' � _,. � : „. v. -Y7- uS 29-sat
, �..�4
il .�t,�� �,e_:.. .. `.,\ ..,.•_ �, -. � J'�.,•�.�� :. ., � , ,:�.' i/. �� (i iil � /��� �I- .?�y. r 6-'��'�I is� zaoanor
�. F�
;+� , ` `" ` ` / y' F ' i� l � , _. , //,' /� i ,1i A;�,o \� .�" � r � �-� � °:'�w9,
�� ,.�_Y'r� .. � ' �. ')� '/ / J II r�N � I�.II , � _. \ `-/ h µ� . � P I 2035AQT
' `A,."- \ � �' � ; , _ . ., , _ _ _
f �} � �
� a �
� � I�ic. � �sT ti,
x'1:-- � 1 � �.
- W %.:. ^
� �
6 \ /
F� � I /
� ,r��' i � �
, .
�-° � ,:i , ��r��+-
� � `'��** �� \� � , �.£``i %J�1 �� i / � i i` i 1 � /�� % � i 6 � 'i ,': - � \�' `*�<` ,�� I . o
I , x � e
avvo� voo ,
,
r wi
'�� �,-�� � �` �.,�,.tW. .. �\ ��y #y` .;-..._, \�`,� �... �.,''` ,:r;7 a� � `, ��i� 'i 1 �i\ � �. � '"�::•. ���. � `i _ ia5 1z
�
' I .,-.'.. ,; �\� �.... �. . ���i �.., � � , . � � ; . •. . .,:. �,,, � / . � I ,� � � � �%' ..I I ��: z� � ��,U ��'� I ��i i L
I '�i�,i :��.�:i� � 1 �,;�° � �. ... \ . ,..� \ 7 .� �.F. �.:��: r 1�� : � �t': ��c.� i":�y' ,. �j;"f ��4,�. ❑�� a �� i�
` ,,,,.. I ,s�ooa
..�.�'�. . �,:�,� � �;,:�'�.\��� � � .�� �� -s�� �� ` �T n �i �-r ° , .%� P .�-'�.) �. , i so,�o .,aoo
1 � �
. ,. �� — F � � ` , � 1 II � ,. J"�� :� �,.,, �
�rd 1 -"�C��\� ~'"�1 �— : -j�� .'y . �� �� � !I n ��;����j I � ���. '.Ynd.,:. . e`,,. . • �`�'�� �u I, sr .
Mo ocME� . � ��, : ,
s�
,
.. � �� � �� ..�' �� �� ; .
l � I \ `` �\ ,� ` \ / ! � ' , I Y,' . , ro��
��a �
�� a .n vo ., j , ` ' , s„ ��,a � ,
" / . , - �,� `„ � F_'� ,. . SiM,, � � w; ,, a,., . _` � o�A� s� �H�
\ � ' „ ;, , . ,, .:, _ „ ,�� oA ss��wa�
' � , � , ` � : r � � 3azoa o�A� s<„
�i 1 I ! � � // „ Q ,., � � - �
�"`'""' ` �� ��� ` � : , . ,,. aE.o�E ,s� / \\ , � P li� � �oo „s, ,�m
s�.
w � r:.
�
—I ,,� � a��X , ,, �\\ � , . � � �
� �: � .
�;� � , , \ � , , , �.�f �� � �',/ � `�" � �
, � � � , ,; � � �;� ; �, . ���, � :� �� � � � �� , ��� SEE SHEET 12B t
,
� ; e
� �- _ 1.,, \ n � i � � ; ` , -- ;EE , � � � ''� � ,'' � � , , �,, r _ �
I � i � I , _ _ �� • ` ,�, , ;, r \, �„ ` �
i � u � �, � - � � , ,.,j \ � , \q' <�: `� _ fi _
�., � - r � � „ i; � / � � _ n;�
,
� , „
� . �.
;
� � �' /
.
/ / T, f
\ I - 1
'�`,,1\ , � ' \ \ . `;.� � ...�� ..,.. m�. � "1'.
� � - , woe � .: �� J � 1 \�,:,,
� ,�:, �i , `
+ �
„
�� �4 . � '. `., \ I I �'� � - j ,(I;� _ „ / 1 ' o'�, � � , � . t _ ,, ',` -
i ' n ; � I i s-�-� i �� \. ;� 1 = V \ u \�' � �': 1 �-
E i d � � ; � ` c I I � � � � � y��� ,.; �— � � '' � ; ' ,i \ �. :'.��, � �^ '� _
1
> � o
/ �
,, -.
„ �,
^;,i a ' � �° " r •-- , �.m! i � ��, �. � .,�,
i � / ;/ .:' � � I � �}`" E� - '
3 ,�� �„ ., „ �.. � I _ . A. .� � ' � _'
�
� P � 1 I . �� �._ t - .i , �.� i - -� � ,� .,-r � �/ .�� ��. .i' ti I w�. �`� ' '�C�` °i° ,�t� Fj `� _ � . -
-Y. . � � �w� p„ - �
, � � ,. / , ,,// , �«; - � �an : _ �
, - —, --�� �--F � ,, � �� I i . — s �� a�,�F;`�,
�. . . :� ,
,, � , , , �
�
s , n
�, , � , , , ,,g� : , . �i � , �� , . �; � ; � � , � --� � . ..
SITE 7
� �. �� �i .p, . _- �y.. /. �, :',,,.-�,<��� I� ���r �l I � ...t` w..fa � "���:,' _
� . .�. , � " g„% " . .emo�. �� � �... ..�._ �. ��; "\. �.
�� . �i� �/:�.: �'� I . _ " -- , � ..-��,. "'e+;--`
<�, : , my, � . - .. I �
'� , , ., F �., �- � . �
, , . ,.o��, ,- .�i � ,,�� .
� i4� � ,�. ,r� . i n,�,.. .-.. \ ,_"-. ... =u . ,. / i ...r � � ; �i �1�. �� � � � - t�'� - �'�
i I \. _ . j . . � � W i „ , . -
�
, N � ;�., . , _ , , � �.�,� � �i I �� � ; _ - - --
\ . - ... , �. \., i � _ :�; „� . ..�. - - � � :. �.,' � �..-....,.'." �.
,�.� �. \��. ..i'�. =, . ��i. i ". . ".� "i:/ . . '.. � . � �/. . I � �� �� -_____
1.. � � ., n /' ��� -_ . � , - �" i , . ... / :..�., � >: �m . � t. .n . � �. II �,.r � :. � . -eE.qvF ,
� /� .... ' � ., 'a �I �� '�� / " . wE�_ . > "' "T���..
1. ,�r, � `, . , ... -,�_ ��. . _ ..� �,.: � ..- .� ... � _ .. :�� '� \ -�nW�4 V
-ic,i i .. � . .. ,;. .� . �� _� .. ,.-��' . . '.�
q Y�
,'1 �.�� `- �� .. ' �' ',` jl . .I .. i � ,� . .., `�. ' ,�� '..'k�-. ,/ Ca � ;\
� �
R
w4
, � 1� ,,- ,�.,�- /� ;. ..,a,�Fu�- ��� - - ... ; �,;! ,� ,t .. � i �� - � , .�.._ _ � � -I...,. �� --
; �._- - „ .. m{{�. � , .�.�� �oE.,��. � N�-.F. � ., , � , . . . � � M -- - -
T� - t , ,. , N:.n. , . � ; _ ''.. ��, ,� ,�r:� ;� ��� �. .;. �,�� _ - `-a� ` --- --
��. % � e.: \ . i.- . I m . ___ __
s P� � . oe,�.. �� �.. �_.�- �.-;�� . .�. ' . -, ii ��� ,� , _.-_„ F," ___-_ _
' 71 .�.. °� ' . . �\. �,; „ . _� , �. I �I . ___ . � 6�_n __ --
��:: �, � _..,_ . �.� s','. " TN�,. ,v� �,� : .,.,. ,, ... .-. :/ , j � � � - , . ` ,, - � -...,.... � � �� � �. - - �� .��' �... M . . ,
�: f �- � _ ,� , �
., �0 1 . . < � i , � � -g' . � .. _ ' �`;' �i . . � _ {`" '�=i
l _-, - , , , „ „ . . ro �/ � .
- -. � - ; i�� i.: � �� !, : ..� .:.�.-,� � ���\ .. , 1"(��=,�, r , �- , •� �
. � � ...,,-.:� .__.� -__- , �'-- . -�- _.,: � -, �_ ` o . , i,, , ,;�.� „ . � / �� ' 7
� �. . �,= =-' �c ,> ._ �' �� ,�' . .F,. ` _
- - � �. � � � �'-6 i ��, " � � -� � �, �- , , � � � �- - - - — _
w -- � F `�
. ,. � - , _� _ -- ��%- ;; E�F,. ., V"� j _'� _ -
.�
-.� , _ ,, , � . - � �..� � � - -
_ __�-.-. . _- _' �_ ,F, � -
�
- ,�
�, ,FMa.. �, �� �� � _
— �— _ B _ _ .� _ _ T
, ,... f �.oM
, ��
- _—_ , � , , ,F,� , \,\ —,----
_ e� �;
._ _ ,
_ _� . � o _ _
.-_ , ,,-- .,�., ,.: �: , E�. , F�,,� ,
� ',
;�-
Y
/'
sa
: ,.� �i -. - . ...�
i
r � � _..__
��
-_. �asca_i„ `��' °' �--'- ,.� �- �� �' �
' ew
s�
��
� - -�.. _ . ':. l _ _ z �.,.rr�a � � .....� �e,s�. _ �
'. } � '_ - � . - .. ✓ � .- - ,. .�. _ .r .� . - - _ .
.. .�-j ' - _ - _`- _ .� �-�ar,.c.E - .tM ... - -. � . � , r � . _ . _ - � , t� E �. - � - _
� ..r . . __ .\� r....-� ' �i ,:' ! I ;t.
- ,-.;.. _�.,, r, v . 7 zy ` � ' "�, , ' . __-_ -_
� - _ _ ,e�,.„ ,. , ;,:,��,_- - ------- - -._ �_ t , � - '- - --
-* ,. � _�� -- . .�, . -_._ � -- - - --
_ � �`�. -- - - - -- - -
- - . , - �� , - - -
. - _ _� I "' -
_, - ,, `}_-� .�,�. � , / - - - -
.. .4-. �. �- ::� . _ _ '" _ . _ ,..., . , ;..� - ,. :". ._:.�T ... �,. i- - .I' =F .� � ur+n� �� - �� i _- __________- M
.. _. .� cvi _ ._.- :.w- __ _ r.
.. .,_ .... � .. _- ' ____ � -
➢� - � .,,, � „� �
� ,u�. ., _ . �. � r 1 � �'a
v� ,�
� �
�.,�
_ �
:� _
—� _ _ .. _ _ _. _._ — -
�
�
' S� ` ` - ' _ ��� - - - � - - ^o
i
,;. .�`� ,- __ ._- .__-_ _- " - . -- - . . .. . � -- „ � ----- - - --- -- wo
� t �o ...� � - _ . '.
; ." ,�� _,� . _.-_ - - --__ ` EM�,E— .� +
' �_:
', 6 � . . '� , - .'
\ B-t- 1 �, � �r�.�-' __ �>.�� ' ... . . " -' _' _ _-' -` r' -- � ' vti
1 :. . - . _ _._ -- _ � . _ - _ - - -_ - _
_ I
_ _ t ! h I I O�
�, .. _ _ `,_"- _. \ _ ; �_ . .. �x.. . u !�� � -I _ _ _ _ "_ U
- �.� . .. T .. ��� ��
xsu�._�. � .-__..' - ... YU�r. . _ . � . �x.r�r ".-�I� '8-- `__ , _ __ __- -c._ _ - -_ xc._ .__. �i ZQ
- _ _ - I I � j -- H
« „ ��
, , , .: ,. ; - r - _
��, ,�u_ "_.. .__._ '�. a-v . . ..o..�. . . .
_- _. _ v_ -- _ __-__-- �
�u' , y.l._ _ V ._- �� . . ' _ .. % �I � ����� _'- _ --__'_.. _. . - . .- -i =V1
�:,,_ _3 + -is ---._ ._ ..- _.. . _ _____ _._ - . FM�. ��- j!-.—!f .. 'J:`� -__ _ -- . . _ _ ��� ��
r , _ -. 4 _� ___ ; . . _ - _ . . _ _-_ -.. ._. __ _ ._ _. _ _. . .. _ _ .; .r�� �� .-r. .i. ,. �.- ��.,� _-_- _ - - - ___ -- I
. _ , }-- .. _ ., � _ _ _ �,� _ .:, __ _ .
I t. 6r _ - .� . __. .. ._ .. ----- __ _-
� . -� j . � � .. , � � .,au �uo ex,�Y - _ � _ _ - � - - _ �
�
i
_
� - '. . 9 � i - _ . - _ .��._ - __ - - - . _ _ - - _ _- - -_
�, _
— _ ,� - •� .. �, ��, ,,.���: .��., , � - -
_�, m � �.,, � �,Ra ;� w� - - - - -
-- — - ...., - ---- ----
�. ---- _� , --- - ,,, _-.� �d,.., ---- (;. i i. , ;. , . � _-.;� � -- -- -- w - ; _ - � �
_ --` ,
��.,m _ _ y_ - � -. __ - -' " ' �
- _�-a-_ �---- _.. _ -
_ ; � �
r� i� v �� �\� I
- - ---
.� �'� .,- ,-��R., a_L.. _ - . ' � -_�_-- 'u� , - _ �� ��`7 IT ��._ I. u . �,-�+c�� __ . , ^ _. ,--" . __- �
__- �
, , - , _ .__ �..,;, �
_ _
- --
�.I � I \ •, 1 - ,-�_--___- ._�,' _---_-__... .' P n ,._F� � � i, �� _ �� `�i
__-
i
`� °ITE 8
�,. � — - // - _
� _ _ ___ �X � � � �
i 1 i� �r - , �.�� _- / - �-
�_. .:, � � ,:,.,, _ �_ - - ' L � ,
�, ;
� ,, r•
- - � ,� _ - - � _
.,,,
,_
a 'a � : �,M � -.--� _ � �_� /.� � 7-� . ,P. =/ _ _- _ _—
�
I I
� '
"
_
�r -
� .„ , . � � � -
- - - = - --- _,. � ,:, ��Q � � , ,, -� ,, � I , ;,� _ � ,
__ ,
_ uN �
__ � __� ; �� ; ,
- �r y�� I i � ; _ ,- _ _ ; ,6,-.� , � - -�_ ,.�.F - ��' = _, , _
._P_ -
� � � � , / � -,, _
1� , , �_ rT, � ,. S-� li � � _ � ,
. i � —�—�. '1 -
� ` � '� ,` �,o � l P ��/�i
, _ ,
,
- - � �� U — �'--r � � _�� � �, � ,�� � � ��� ' � � �, . � y `A� ,
� �..,,,
,��,�� I� I�� ,�:;�. —� ,,:__ � � �;:f -,_ -,� ,_ / � ;;:�� � ��- --- �, r�
��
� '
� �__, ,
���� �I I .,.E,:�� �,: �� �- � --� �. ».,� �< -.a.�_ �� � � �/ ;� �'� i � „ ;/ � '� , ,
_ �-r � � I'� _�._, � ^�' �� ^ -- -'� -- _.. _ -� r�,� . ��r--� ��.'��� �� � I � l - / ;�s". ,,
� � � ,�ae ` �� �
` �� i� i�,�' ili�i i � � � � �„� �__,.. _ F �, ; l,, , �I y�";f / � , .i� � � � '�
� ' I � � �� � „� ��:�,�, ;.. _ sE,.,� -- J,, �� <., _=-� � v;' �� � � ��.
�.
,
` `� � II � ., P� � �. � - � . �, r_-- i M�' / ,r � � r �� %�
� �:
: _ � I
I� �, -�� ` \ '� : :,s�� � �' _ ; : I � '� r± - / = / y /M,. ���, / (\ �`�'
_, •� � �il I I I I I i � � ` ,,.: � . i . ' - �'r-� �, ,- . ., O � r � i ,' . i �. , / � . '��. ��. �� q + ,
� �.
� - �� iL � I Y �3 \ . 1 ,., �},ti . � .. . . .:�=> `�-� , , , • � ' " o
ir a,. ---
i � 1 � � "? 1 � � \ , .E.o�v-,- �. 1 ��� � '� �� f�/ , y � _ � ,�
� , .
� I-� � i � �I ,. , a `I „ . : . ' �' .,�. �,,:`, ' ,.., %,..;; ' �?�-- � ..� ��' �r _ . .�. \/''� .. .
a I� � � 1
:. ��o., I� � � ,.
\ , �,o �
�� i - � i � �� � �m, :\ . \ y ,::. �m �„ , < <,, . �'� e.�,��r �� 1 ,! , , i; ,� � ,y ��. �
\
- w ..I II I I --� .. - - .II 1 '.�,��.,.�. �, <.. sE<<��..; ,,,. �, s�w, -r.,=."� �1 �'i 'a� �`.
.`^,' w-F � . �4 I�� �t rl � � C _nnc ;�_;_ ..,, '� � .,. �. ,� 1 � \�,� � h M,� ., "w�' �F �➢ .�n. ;`�/
. i � � ,:.-� � !�' -,P �,. ' 1 ; � �, . �- ... ��. � , , .FH , ...,. . \ � t„� �. " � ; \"� � . ., ¶F*°"'`, � � �� .�� . i . '�iJ ��� ".
,
� 2av . �r . , s �,�. � .\ i ,,�., ; °`{. . � s ..� \ 'fi°<_ \ .d � �.lu - '
\ o� i
h� � �` _�. ' � , ^ `��;\ /
z � . �j�vTl � A .. i �, �ux� e - � • I � � � . ,- . � � , � . _
� � -.�. .. t ' i.i�_ r�l �... .-. . .. � �� 1 <rn .:o v -� �'�` . `�rcr . � � � � b�
� � ..� af -i=T TI 1 ". ...,`; .� ,.�:, F ,r� -�... ._ ��� �. .,.;� �',.,. -F "� . ,�o j , ;/ _� � Y �/ :H¢�� - �i
� / I
" ' -i I -.::�� 1 � - � k \ ��aFE� s / � .
' � - a �, :: • -�: , � ° . � �i,
ZQ f . � � � ��.; , oE sa, P� ;, � ; � „m.\ _�� �� ` �, / ;%� i. � ' .� v � ✓ i
� -
_�,,,- - K a �i �� a,- y.\ `< - �'�- '� \ �/ � ' ,;i � v.�. �; \ �_ . ' " \
; _, . r, <
,. . `�.o�� ` � �
,� � -.'f_- o ..,_.� . ,,s . -.�t _ ., �..�. ,i. _ c'.\'�...�' � m � ,'.,�:� . \, �� ��� � � i/ i�- . ..
� I ---. - _ , � _ - �. `:, , ;, ' , \ , / 1 �,. /`� � �. � � ,
i , ;
_' �,,. , � rl -� , ;: . � �„ � ..,�:\ . , �„ , %' �� � � �° , i ;' o--�- >�
� �Q r-__ _ � :,I ; . � � - =,«E , � � , ; � r � «,o .� «ao �,�
., -__ � .�.; I -�, I�' 1� 1 { �-�\ . . �. . - <.:';�4_ \�. ` i i r \/ _ � R� -
s I�M -- i �.:'t..,6�i . I ... . � ,� : � xwr r�mu, . ' � �.� _
� � �r
., J- � �,�,: .I ' i i � \' ` _ � 11 ` oa �n vc s • � ....� ^ . .� ._ _ 'a• . : i` � ,,' .,. �. 1 \ `�,., , / � �'- � I /ij,, � � k'' /. '. _ _ ,�.i
g1 . . � .,1'. li��� � � � \�. ` .��.� '� � \ �� \� . N /� .. ' P�-- . -
_ � ,
'b I `.. i i i I:. � I i,,� I' .� k Y ''� � -�" 't. �.`-�t . ��_ `�� F � � -/ � ; � I. v ;% .'� � � '�'-y. -
2 i �� la t \ � , _ �-, - v ` � � , ,7 „ �,,. ` �-. ; � -� �. /-(I i i� / / '�. . / / � ��:.., \ , x_...%�
' ..
i m `i� l� I' � , i� �1 1 y 1\ `; ;; � �,. _ ' , �,< , . � �, /, n � ,iili, I � i ; , �o; / , . ,;' \ ^
I: `' ° " �
a , - � . /
� � E�a _ s
a i,, , ,' �I ' I . �• , . - � ; .- � „- � . )„ �' .. ^ _�-_�' .�, e_ �, � �� �` �° � �� ° �`�� � �i � � ,� . � . . �
M, u
C '� �� �� e . - p
^ r.- 1.- ��� � � ��.�. � .�� � � ` � , ����, ��, �� 1 -- 1' , L: r,, l�' I � / - t`-rj' � i� _' Y��.
�p � ,, / ,
� „' i �Ji 'II .."..:�...� . ��'�` , �� . \ I�,.�.`� ,` _ . �� �,` ..i�1�� ��� ,:::������� � � 'i.�,:. `.\ ��'/ ` � -,
� � 1 � ' \ � l 1 ��
ra � i , ,re��h � �' I� „ �� � E � \
\ ,
.s o .��„ .��i 'll .�'�.` . _� T\ \ ' �'�.'� '� \�. :\�. -.�-� : � ��� - '.. li\ �'ii/ � � i�G,„ �\.
�
m ...�'c: I`. � i '� � . 'Ao s, c r: . \ � 1 .. .:,� ., ., ; � . �..\\ � x �� � ��i i�:i � = E� � ' . �I �
; � �� � 1'�:. -���� � .:.� ' , \ � 1 � � �:1.�.a�. \. � f�i . � �'� � , ..��, �\ �'�.'k� l .I � II � "'�..� , - . . . . k%�' / ' \
�
� � c,., ,.. 1,�.. r II �-,m .i .. � �� '�\ . . �� t� s. � � � � .:� m . . -- i. +, , � ��.. � . r I I-� _ ��R .. ' / / %� \� /
t r
�� .. j'
,r.�... �i ; ^ . . �
,�
s
� : .i �; �.�. _ 1 ..\ 1 �V .�. � � \. �'� � ,�. , , ..., ✓?�, -��l II , t � � / �t' . 4' + _ neie c[u>enrx[asHa
^ Wr _ ,� � I I I , 1. � F _ \ .. \ �', 't t � � \ \ t," -_ _ _ - _ '� ' � I� / ✓ rr :�/� °�..-/..T... € r� �r� w<w, n - � I�'� �
� ��� „
I
,
� _ � + '' I ` �i�, r �' �- �� ` �\,. �' > �E� ��,� -� . - � �� � � i I I I / , ` � � ' � ` I
Ae_ .,,
E _ �_ // +,
- � � '� ._ I� � ��` � � r �- , ; � v �°I i �� , / �z i�
y
` . I� i'., .> oaF o��ueP..��A � .,.P� t ':i`,�� � .R E��\����,. ; ,` �� % %. �� ,/r i , i�
- . _ - .� f'( � � . - ^ t 1 oa .� - � v� 1 �� �� oe o. �_ �'� . ��.. i i �i ' �i . '".,%� /,c ` � � .
_ I �' I� �'' _ � \` �` _ � � ' �, � �� I• j �F,' j`j�li; /�/ I �� ,i t
, ,
s �,
i .,�� .I,.P,'� F {��f� __� � � � ��\ _ . . ��` *i- �; I� �i,l. j, . . � . � �' ,i ..
i� ' �r,y
- � � ._ , �90 k =�� � _ � �� � ���
v
wed � a /
o.,� 'I�� O � o� � _� �, �' � / � ��
� �� � � � sp� � � � ` �� � � �
@ -� ' �(F��I�,',,,. ��.��� � -_ �._ �m, r �.�� �- A'�.,, '� . ' �� .� ,A, �� .,�_- ���" -- ���� � �: �� i f-",� � _ . � . .��"'� /.f ii� � �.! � ii,� �;.�i .
� �_ � �"i �_ ,�.- �,� � � � �� � 9
� � � � � `��� � i i�� .; ��, � � �a� , !�o'
,,.
� .
° ��` � ��- I `' S � � �
�: .:,�,� � v � � , � \ I ro�
� � gI � �y � y
6 -� ^_�_�'- ��,�-NEEt�p .� ��, _ i: i/ �i
��. � ' wesr � y�- i � I ��i.:�p _�. .."�� 6y.- � - 1 � � . ' � .N lNE Ak00' � -_' ��.`'�n"�, � � '.w'� I F . i � /i i�� . .'"f� ���i �i :i us2s.�u�eoi
� ,� �o �� . � '2' ff I '4I� -Jg+7 � . , ��,p.jb SjP�, =_ `ia"°„ °"�r{II I Mi, ��„j�' ,��° � ,,,. , � \ I, I /'�. -�� _-�� `r i , . � i-es
1 ROW.
o q - - STA93 � ._; V jla =,,: � .. `�� ..�" � � 1 <e� i _ , .,o. �o�r.. caEnefi
s
MqTCHLINE S� EET 36 -Y3- - �y�HLIN SHEE � ` �-�- R �.., ` .-o.o��� «.�� ���,. � 3eoz� �
E - �- I
STq, 61 +5p 39 `--� � . � ,s �� �� �-- 4 , E ��'" �I ,��o „ �oF
,. �� I - - " i 09G II ._�-

I :.,
� C REFERENCE NO EET N
i T ADDITIONAL TEN1Rb,RARY IMPAC eR��cK RHOF
i , ,.. URFACE WATER \ !n,, ' ,,, ` :... ,> '� ,�\ `_ � `_,_^_°.J,-^-\-`, E IT3�OZAEET NO. SN�ZB O
r PROJ
�� �� F �n ��
� I PE RL� �' ��� Q� � �� � X , �, — � �`��� �� �� � � � ROADWAY DESIGN HYDRAULICS
C � � ENGINEER ENGINEER
� y — ��, �N�, o� _ , , �� �\ �r,6���_
6 MREMO�✓ �PE _ 3° � ` ` \\ \ \ �e � - _ -
i \ �; V 6S ,\ � SPECIAL m a p \ - -
� �� �,. - �C ��� Q�,l, � ., R�UG ESIGN REQ , � � 1 ��� \_
i - 66�� ''� ' .�Gj NF OVE 55 LF OF � � , � � =�
/� b� , `'c� M 2 �(� � � ERAL BASE D�IT( � � �� W ! �
R �'6 l� 1 ST 24 - �_ D -o TE P Li�ARY CE�
� � �� � � �_
, _ y —,� __
� �� _ C`,o�� (� � ; 8 q � a� � II RIPRAP� � � T IMPAC � �� ��
'-
� � �
T
i �� � �. � �� � � ��G � NqpO - � ��E q ETAIL #64 , � r ���� �
I 6" � ,Y, — BL`J� THE
� ��� _ _ �.
I 6 ''� \ 8 �/S -- -�� �N //�, �6�6 �� � � � � �U� ;�������- �
i RCA � '� � �\ _ C� Vl = 1.� � S �8•�6� � _ - _\ 15"_CMP --
, - -
, � , � ,, _ - _ �TE #7
. _- __
. �// , � .. P c
R
i _ - �- _ - �� � ;' �
I , ( ' ' - - �i qi i` � UNVc � � � -' : .
� � ��� B w/MH /n _ � ��N�'6q6 � �� � ' %
�� � � � _ �
i � - �<,- ' -
� � REM � �E�3TtNG� 5 , . CP � G �'� -- � � � `'s �. -_- `� �?�. � T o � CONC99� � i�" �' • � �� � � - o
i \ R ��, - � _�
i OM EN F�IPE TO ,;„ b !,8 _ .� � P=655° � ����``' _GLK RET, WALL - N
i O � TRUSIQ -- - � -- J' � -� - y
i � ,
,, , .
, J B ; ° 58 � m cn \ � � � m � � ��''-� -�"-; .� �2
i , � ---� �
I ,,\ c. a� 0" RCP-II � n CL B RIP R�AP �� ��: - -
i GRATE=673,45' � � � �
� NE INV=665,23, �(,P , _ 'N � O
�; � � � EST TONS � ;;; � � � � ` ,
i �w INV=665,90' D� 5a �'�P�N �; �� ? EST 1 SY GF ��F 2�
N
� '`= �� � \
i � � CONVERT D � �,
� � �
� '�RE �,S.,�B W/SLAB LID \ � �� � _ GI 15, ; � \ \
I � ` �
i -. , , _ ;
� r�,��.� _ _ �,
_ �- � , _
i o 2G1-A - ; �� - T _ _ r - ' ��_ - _. � ; - ,_- - _.;_ '
- �
��
_., .
, ,
� , C ��p� ` �� L � _, _ ' ' / �
� , 11��� ����ru.�
t. � ,_, .
. J
(n /i � i 2 �� � - .. �_ . . . �
li ��i/ C GR;4 =67� 01' � _ ---- -- - -� --r— --, � _ - -,- '�tT �• - . � = - - . �= - �-T_ -� -
� � - - - - - - - INV OU - 4,4t' _ RETAIN
I � _ - - - - �- - -
-- _ - , _ --
---- - _- --_ _ -
I 2GI CONC _ - _ - - -
i C� REM ��TD , � �
i ,_r � OyF,.�— --___
, ,, ,
— --- �
� - - � �� " ,� � T
I p
I ;-,,r.,, !�'�;E�f I � ,�iC ,\ - �' r 1�--�� � - — __
I - GRATE=678,C1'
i = 1-85 SBL _ CB� �GRATE=678,01' ' �� 1, �-� _
� - - - SE INV=672�75' � m � 7° �° `�
i ='' - �, r^ I I = rt, ,, rn �.�
� � _"_ �� /-85 SBL O � �> � � '� � ' ��
�
� � - - - - - - � ���� _ - - - �- � - �� - "1� 1 L .- � - - -- -
I I li GRAT-L-676e53' -�� - - - � �
� �' 72" CONC - -- = a- - r - �5 - - = , ~�� , � - - - TB GI C - � a �T �2G1
�' � RC P-I I I
i GI B 2G1 II v T- I'
i _ -_ _
TB _2GI
� _ :GI 15" RCP-III TB 2G1 ,. T _ ; TB-;2G1 ; ; ', � � -�- , 15" RCP-III TB -2GI 1�R�e-lll_ -- - _-
i - - , , , �.
TB 2G1 �-' - - - - -- -
i _ - - - - -- �� , '` _ _
i � - - -
i � � — — � n � ��,—,
�
I � ��� - ''�` NE INV=671,80' m � `-� � �� � � -
� C - —_ - _
� ^' a NW INV=671,63' �B =" RC�GRA I E=677,95' � ° �
I �rr
� r _ _ ���
i = RETAIN �8" RCP � " `
� - ' 30° C&G
i�� -- - - - -- -- - —
i - - - C,�BA1���=GTD- - - - �
i " - - 1-$'�-RCP=fIr- - ZG� _ - F 15,� RCP�iTI� u^�i _+�1�-rr� 671 � - - - _ - - _ - -
i ` � 2 Gl / N - ___ - — �_ ,� - - -
��� � _ -
� - - - - - oo °' / � -� - -- -- - - -_ - -� -' � n � - _ . � . ,-�= _ _-_-. ����- � -,�_�-`
i 2GI _ _ _ -
, _ .
I _ � — ,-� �-- — � -- _ — . __ - - _ 1 � - - - �� - - - -
-' _- __
� - _ _� . � _ __ C
_. ,�
'a—
r 'z, "
� _� Q(j- � �_ �' � — — ' � F — .�6� �
� �' -0 5 �' G4 � ' ��� . - - - �
,-_ �
� � � �,5-,�ITE ��, ,
� MODIFICATION �' n� „ cp �" /EL O s �� ' /
� 9i26r2017 � /MH 15 R JB /
i �, DENOTES TEMPORARY W/MH V10 = 2.3�- =- ��--- �` � �GN��
I 5 so• o� so• � IMPACTS IN SURFACE WATER CL I RIP RAP ��' F �, �n�-, „ ;YV �
� EST 15 TONS � Nm W`
i _ DENOTES IMPACTS IN �',' � F JS
i - cRnPH�c SCALE � S U R F A C E W A T E R � EST 30,5-Y�GF ��� Q A i �_,.
� �N � � -�� �i�'�-;i37� 1 � �, G C 1� , - -_�� _�-.i�
I i �V _ � - - i: , � ~� �`'�r �
� �� .. � �
; PERMIT DRAWING =� p. rEMPOR,e,RY suRF��1I ^
� "�- SHEET 17 OF 128 '``'s�� WATER IMPACT ' 1 1�
i - �� � .� \�
� -�

iI :.,
T ADDITIONAL T�MPb,�iARY IMPAC �HO PROJECT REFERENCE NO. SNEET NO.
i =; ' � URFACE WATER \ ;:;,, � ^' � � _ _ „ �� � �_ � _ F I 3802A t2B
- PA
, BRINCK F
� � . . . � C G � _ �_� �` W \ ��'.• \ � � �1 ' , n�.1 `� -�, RN✓ SHEET NO.
IPE R� �{ �� --� — � �`3O �'°V" ` � �� ROADWAY DESIGN HYDRAUUCS
� � � � i / � 0� - �\h _��\� ��� O� � �= ENGINEER ENGINEER
� � /� REMU�E�`r PE � NV � \ _ UT,6� `�_ _
i �; � M , \ UT, (SPECIAL� ��m q� � � �9, �
I 6S ~,� � , � S�
6,, � �'' ��j 6 �� � F , ��AtiOWE 55 LF OF 3 � � .��� � _ _ �.
i - p �.,_ P�UG ESIGN REQ D,� _ �
_ �
i 6 ,pCA � �'�` _' . " 1 � ST S, '',` .. 2� _. ; ERAL BASE DIT� ,', � TE P R�1RY , CE�=`_ �
i y// y�3 y,`� ����� ,�j 82 /(q d I I RIPRAP� W` T�. IMPACT' j��' �� ��� �
\ �; / - ,1 '�' �., � � �_ -
i � ', � _ AI�G / /�q� ���� �z��E� ETAIL #64 � � / ��_� ��
� \ 0� / - � q re.-< ' ;/I -- ���
� 6 ..� \� � C7' S C �. N / / \ 6 � � Vr i� C�G ��__ � BL`�JTHE
�
/ ., �_—
' �p � '� \ . � Vl � � �a ' \� is°_cMP
6 � ` < _, � _ 1.� S u �66 n� ( - _ = o
I \ / Pc � - ��
�� �
� _ -
I � � � - - - A-�
��. i _ '_ _ -
� � - — -- � "'
� n
� � � . v �
.,
I � `� �" , B w/MH ���. 6'JALL �r �� _�NV_ _ �' ��
, ,
_. N� -.
� . � ,� /n .- `6q �l� � I
r
_
� ,- _
_ _
�\ � , � A�� : < � � �t_ _ � �� ��� � `� ' �CONC ��� � �--� ���� �
i
REM E�ftST NG 5 CP �G. ,. , ._ �_ _ - `� � � _°� -655,G9', . �`' �7��� --
��
0
I \ � �^ � �n.. T P CB ���`� f3LK_RE� WALL - cv
i OM EN��' �,_£IPE TO, , 6� � JB -:� � `� ,��; � _� � _
i O TRU�10 � ' � `r�'j ` h
� _ -�- � _ -
i �B - � _ _ ..
a_ - - - , �
..
, � ��;� °�'b'� mu, � �`. �� � .� -��,_� �, 2
� � -�
� , r m�� � _ ` - ____ - � �
Q . \ < `; 0" RCP-II 0 n CL B RIP RAP � ��� �,_ - ---- ---�---- --- v`�
I '. T - -
� GR, .TE 673,45'... y � � ii� � � _ - - - '
� NF INV=665,23' �. o � � EST TONS - �; _ - - -- _ _- - - -
, nC, � - � � �' ` � �
i �w I�!V=66�,,90' p� `'� ���P\N � � � "� _ � EST 1 SY GF �i � - _ - _ - _ - - = = 2
, � , _
� � _ ��-,� - -, -
- ,- ,� \ --
_ _ Q
i TA�N CONVERT DPt� _ _ - __ _ - _ -
� �� �� ,� � `� ,
i o �2GI-A �"i<, �S-,�B W/SLAB LID \ �� --�-�� A - � � _ 2G1 )5'� RCP \� -- - - - _ ,-�.;
R - � , � - -' � -!li - , -- _. \ - -_ - -_ _ ,� '
i � �A , `�_ `� � -- - 2GI _.. - - \-�tir= ���- _ _ � � �
I ; , . , .
� - �� -
C _ _ C �j C GR;4 =67�001' -_- �, � , � _ s � �_ _� -
I -- --
INV OU - 4o�r' _ RETAIN -- - -
i � -- --_ - � --
I 2GI CONC -
- __ - - -
- --
I __ ,
� --- - ----��TD - - . i _
-- c� REMp i � T
i � �� �� �
� � -
-- -__
, ,, ,
-- —
� - - - - — �i i -� ,� , �
I p
� _ ,,!� — -
� � -,r." '�;'E'-i � -_ �� - �'Pr H� 1 -
i - GRATE=678,C1' CB� �GRATE=678,01' ' �� �� �-� -
I - - 1-85 SBL = _ _ _
-- - �-
- ' ---- - - — - o �,� �_
� - SE INV=672�?5'm o� m,,..m -,.�
I _ _ _ � II = -
� � � ��'
i � � � � � _ _ l�-S5� SBL O " � � �
- - T_
� —Ii_ _—_—��.� — ----- ' - - - -- -
� , � - _ , _ �
_ — _ —
4 ` - 72 C� N�_"� GR7aTE-67oa53_ _ _ - — � _ �. �`- - " - - ^ - -
-- - ' - � .-.
�. I I __ , r _ _ . , —. .-. . _A �.. � � . _
i GI , � - � , , _ _ , � _ _ _ _ TB GI C - � � �'
_ _ �B 2G1 � H�il v T= � I' 15' RCP-III T-2G1
i , -
� ,`I :GI 15" RCP-III = T�B 2G1 _ _ ; ; _ , TB-;-2G1 - - ,- ''. =' _ 15" RCP-III TB 2GI � 15"R�e-111 TB 2GI
i -
i „ _ ___ _ - -- -- -- ---- ---- ---- -, ,.� �: ; TB 2G1- , - -
i- - ------ _ - -- -
i = � � � n i ��,-, %
i - ,_ - - � , ,
I � � " NE INV=671,8-0' m � `-� � � ��� _� ��_ � �-
� C —_ _ — --
i - A _ -- NW INV=671,63' CB _�� �C�GRA_I E=fi��5, � n �
�rr
I ` � -
- _ �-o
i = - RETAIN �8" RCP � " `
� - ' 30° C&G �
L — - - - - - -- -
-- � - —
i o � -
r"� ^�,_, T�,�-3J�=t'T � „ ��
j � --- - 1-$'� RCP=11r-- 2G� _ - F 15,�RCP�iTi �:�r��� +�1�t-rr� 671 — -- ' _,-- ---- - -
- 2G1/ Nv = � - --
i ` - - � �� � ,-- - _ - --- -- —
i� 2GI `- - - , �- / ` � __ - -, -- -_ � '- - - - ,-�_ -- __ - _ `-��-_�-,_P-� -
� � � ,., �-- i' _ _ - -- � . - �.r : ;�� — — - _ -
- � � � ^i'
i , :0 5.+0� ��� _ - _ _ -~',� - j F== 2_ � =1�,-L� : L-,
� � MODIFICATION ",,,15„ '' � _ - _ — = - -
� m �ITE #8� -- _ - -__ -_
i 9r26/2017 �/MH15" RCp JB /EL O S / _- _ _ _ _-____ _ _
� DENOTES TEMPORARY s W/MH V10 = 2.3 FP � � � - ``' �=� - -= - — _ -= _ — - �'
j 5 so� o• so' � IMPACTS IN SURFACE WATER CL I RIP RAP �!� F� '� �mG � HW Nc� �"� __ - j-^�i
i _ DENOTES IMPACTS IN �', EST 15 TONS� F�-��5 -- N'W �` \\ ��.
i - cRaaH�c SCALE � SURFACE WATER \ EST�,S-Y�F � ���� �CFIL„ ��-
i � ��6 e , _ _ � - - -�., ,W ' � �� =�— �: �` �
� � �� -_ : � ;..
`,
; �s PERMIT DRAWING � �� � � � rEMPOR,e,RY suRF�cE � 1I^�� � ��
� �- S H E ET � S O F � 2 H �r ~�� WATER IMPACT - \ 1 1�
� - �� � � .� �
� -�

i
i - ..
I PARSONS PROJECT REFERENCE NO. SNEET NO.
I BRINCKERHOFF I-3802A 12C
I - "—�L.t �\ f � RN✓ SHEET NO.
I ; ~ , _ ROADWAY DESIGN HYDRAUUCS
i
\ \ � // � / _ II ENGINEER ENGINEER
I ���'\ .. . `' � � �� / . � / �
� � '-�� � )� ��a / . 1
, � v . ���� F � � � ,� ;;
S `
,�� �
I g \ � J i
i , �� �� ���' " � ��� �
i � � � . � � 1 i�, ��; � � ��' l'
� � � � � �� � I� � �� �BL`J�THE
I � � / ' � / � I; � � I';
� i �
I . / = Q
� ' _ _ � '� j ' _ 1
i �/ � - � � ��� -,i � l� �
I � �� � �� q �� _
� �� � ��-,�i� � F_l /� ;l ..��� �F � �
�� � � o
i ' ! N
� 8a , ,p r
� \ /'/ � � �
' � � � � �� F�� i ' rE; ; �
�
I \ �� �` / �_r / 1 :; ,o ; � � � �N_ �2
„
I ��q�• ,;r r.% � _ '� � � , , � �T ,- cb
�
� �
� 1 /
�� �. � � � „ � � � � � S �� ( Q
i � �'' � � 5 �� '� R� 2
/ i �
I
i \ � � / �� , ' �
� � � � � � � � � �� � n � �' � ��A � c
1(- r
� � SURF� E �WATER � � � � � f I �� �U �, , � � �
i � IMP T IMINATED '�s � � r � � ��I�111��d��„ � ��
� � -f- % r � �� � � j � �
� / �N�_6� � � � � �l l ��� '� ` �� � I
� 6 � � �
i � ,�HW � / � I `! � �� � (
i � ��-,�HANNEL CHANGE - - '_` ,;�,;,_, _, II � ;' � I C S
i �� � SEE DETAIL #84 � - %�e' h',�� ;�� � � � ; ;' �' � 1 c
I �� �� �Z��_ � �; � i 1 I
I � � � N � !I G
� i " �r,� � � � �� � � � � � � � % ' I C
':
I �' `i���� � ��� � � � � � � � �� J� � �
� �r, -� ��'E #7�� �� � � � � �
, 1 , , ,
� � , � � ,, ,
,
� ,-� , ' / � - � � ,
� �; � � � �C� � ` � / ,� / � i i �
_ � � �� , S� � � i � � �
� � � `L�� � % � r i� � i�� � ��
� _ � � � �'� r- , � � ,
_�_ !,
I ry 1`- +� QV � ; / � / �c, / ' � ' ' I (,I II
� � ,' � ��' /�
i f �� ,�� � �, � , / , � � � J � �
� - � -�-��. � � �� � � ��`:,= < �� . % �_ ; � � �'' l� I � o0
O� �J �- I ; � I
i ° � _� �r� �C.,� � �,� FII�t � �� �`-�� � I � I� ' �
�� '
i � � � '��' � % �,� � ��L L ' � � � � '' � �15„ I -v
i � �� _," �'" ,-� �' � � 1 _
� _ - � =�y �x CB � � �f ;� , R III —
,
i � ,
�
i �
i
i
i �
i �
� _
� �
i -
� �
� �
; MODIFICATION
� 9�2 6/'2 017
i -
' ;� � ; !
���� LATERAL V' DITC� � � ��� ' '�Sn' RCP���
SEE DE�aIL #�'5 ��� �� � ly�;' r; , 111
�
�I �
; � � � �"'' � � � � ��� ,p � � � B(.��
� _, t �q �i q E C � ,' , � �� �'�F � �
,� _ Lo �� �� �T, � 6�; � � � I � \
a �!' `s � '
� 8
- ��v P� N I � 2�- �,� EM,bVE�F ' ^ F
` � - l � I�� � � RE ` ' `'� �� - `�ti `� � � � �' 3e �
s , �' � 1
c, V� '� k �, �`�'�V ���o � GTf��
� '_ OJ� ��� �� � �� � T� �� RE� _ VE _ � G' �g� 8 ,
� � �� �� / , ��, q
� STA. 45 + 18 -Y7- RT �' l � / ` I ' � � � �,i ., 9e q ' I /�/O
� � so- o� so• DENOTES IMPACTS IN _ I ' ' � / I �
� - � SURFACE WATER /F F I 1 �-� I' / F I �
� GRAPHIC SCALE � � � I ��% � � � . � � �
+I
I G,�a T � I l' �I �'� l ��' � I .1B W/Sl
i , �� PERMIT DRAWING DENOTES TEMPORARY �o �n� - �'s'� � �� , ` � ` 1 �
�
� = SHEET 19 OF 128 � IMPACTS IN SURFACE WATER ���$"o�, ` CA � � r� � 1 � !� ��j ; ' (�� �`�/ c�
i r��LL
i

i
i - ..
I PARSONS PROJECT REFERENCE NO. SNEET NO.
I BRINCKERHOFF I-3802A 12C
I ,
` `"L/�� � f � RN✓ SHEET NO.
� \ ' �C. � � �� �� ROADWAY DESIGN HYDRAUUCS
� '�� ` �"�\ ' \ � � � . � � / / ENGINEER ENGINEER
� � � � � A � �A � � • r � i + y 1
� � � -.- \ _ � � � - — � � < � �� � � � �
� , �_ � . ,� � '
, �� ,� �� � � � _� � _ � �_� � \ � \ F �- � �; ,� i �
g � � � � � � � ,�,%'- � _ �
. .
, .
_. �
, � � � -
� - ����. - � 1
� _ � _ � , ,��� �
� �
,� ^ — \ � \ \ '\ - -
� , ,_� -- _ - � � �� � � �-, ���� �<y-� � �' � � �
._ ,
� �
\ _ ,
�� � A . � �- V � � � ��l.� � � - � � ,�'� ;�� � / �� ;�� _�
� � �� -_ ��� � ��� ����� �,���� �\��� . �� �� ' ,,� j �� � � , ;� � ;
\ , �\/ / �•�. � \�, � i �'�1 � ^ � f %� 'j ' i� ' F
� � —, \ \ , ���� `, , ) ,�i� ��< � �, � � � ��%�� ��� � ; '
� � ���, �� -�.� � � � � ', 1(,C'��� ��'� � � _� �1 /�� %� '���o � F '
� - � - ---- _ � ��� � � �l�!� �:� ; ,� y�. � � � ,�' _ � � / �, , � 8,� '; ; ;�� ;
_- J
� �
� � ` ��`
�-= , , R
y _ � � � � �, \, ��I � � j� 1 I � I '� ) � �— � �,� �� j� %��. �,� � , � �'° %� � � �
/ - � � 1
' ' '�I� o�' � � / � � A�, �_.
� \s: � � \ , .�- I
1 /
�
� � �
I ��
. i
� \ I I� / �
_ \ � ' ; i ;
/ � , ,�Ow` / � y� i' T
'l �
R
`,�
1, , , � ,
. I � � -
�� � ���� � ��� � � � /� � �� �� ' 1� l ; ��s„ c
-
� � � � � , � �� �� � � � � ;�� ; � R
� / , '. � ' � ;
� � ���� � � i � � �� � ._ + / / ��� � �
� ��� � I � � � l (� � `� � , � / / � � � ; � � I��_�� � � _, ��q �
1 ,
,
� � � �/.� y ;' L��� � _ ��
' SURF � WATER I � �� �', � ;' ����� .� � � j �1��' U �, �
IMP TI IMII?�IATED i, �'J,� , , , / , ,/s / � �l 111 d�� „ ��`
� � � � l o�
��� � � � � � -�-" � � � . �, ; � , � ' � � r r
� 7 � � �� ��h'�,66 � ��`'/ � � � �� � �� � � �j
/ 6 � j 'l ij� � !
1
�
�
H
W ,
'
� i"
� � � � � �HANNEL CHANGE � � ��.' � � 'y" II I � � �
\ �� I � � � � � � SEE DETAIL #84 � � �a�i. � � �� �1 ; ;' ��� j I
1 �r�, ' ' i �
���� � ;
� � � � , � � I , �� � ' , � / � 1 N ;
� � � i
_ ���`' � � �>' � I� )�;�Ilj�; ��%) ��11�'i�� � �''� /" y� � � � � I ��' l l
- -� o �: � � � l�l � � I , � I � , ,� /� / � ,,' ; '
��'E#7� �.,�f/-�-��: ,,,� . ;,. �
� I I � r�5 � / S . ;� �-
�� � � ' :,�����Il � �, � �, � �i �% � �- . s � '� �
� i� -, ( , rC�� � f �/ / - , � �
� �� �� ' � � � � / / ,' ; �', ' , ' i
/ � � Qc, �,� ' � � �'� �l l \ \ � ,� � �� � � � / � �" � � / � �'� � '-i ,
� V < � � � � / � l � � i / � /� �.c,�� � � ; t �
�',`�o Q � j� `;% /, % � / J / _! : ,�' ' � ;l 1
i ��, �"� 0 -�� �� � - � � , � � ��1 %' / ' �� ,-'�� �
�` �� � ,�,P�o�,��A� �— I V � ' ' � -� -�' � �� '' u 1 '
- , � v , ' � 1 1 � '' ' I i' � � / � � Fa�t � _:F.1 ;-� , i i � 1
- , � �� , I � 1 �, � � o �� � ; � ,
r� � '� ��' / � � � /� � � '�L L � � � �" ��, � � � � � � I �� 5„
� ,' _ �� -1- � � / : �� ,_ ' c�� �x� CB '� � � C ,' , R III
� '/�'l ' \
� �
�
;
�
�
MODIFICATION
9�2 6/'2 017
.�C ' � !
�� LATERAL 'V' DITC� � �� _ ��Sr" RCP��
SEE DETAIL #�'S �'�� 1 ly��' , 111 �
� �� - � i O� � � j B�
� � _ F�� � a
� � �
,, , i' i,q F, �/ S�.� � (
J '� � ' ' / �
� � � - �� q� � �T�E ��6,� ��:�. � ! � �
/ ,�
� � �� B P� N I �' 8� ,,, R EM�bVE �F C` � _ � �F
,� ti
` � ��� � �" �'� 1 RE - �' � v ����,
> � � �'_ �,'� , � � �� � �o
���` �J� � ,�'� '' N N , � � �,� RE� VE �E 9r, �
� '�,rrr' �C �� �c� � ; '' �, �q l �
�i
,,
� STA. 45 +18 —Y7— RT � / I �� I j u �9' 4 � � 0
� so- o� so• DENOTES IMPACTS IN � � � � � I�
- � SURFACE WATER �F F� I 1 f. � � I �� I
� � �' � � ' � �
GRAPHIC SCALE � ggg
- � �,�� . . /. . / i i � j � �� / � I
l � '
% ^� ' i I
DENOTES TEMPORARY �� �6� � 's'�" � � _ I ,` , �� �
, �� PERMIT DRAWING o „ ,p / �R , , , � ; � /
�„
= SHEET 20 OF 128 IMPACTS IN SURFACE WATER ���$"o�, ` CA � � � � 7 j ' ` I ' I �� � c�
� BL`J� THE

i
i - ..
I PARSONS PROJECT REFERENCE NO. SNEET NO.
BRINCKERHOFF '�` I-3802A 18
I \ / RN✓ SHEET NO.
I I ROADWAY DESIGN HYDRAUUCS
� , . ENGINEER ENGINEER
\
/
\
/
\AL-MART REAL EST BUSINESS TRS /
INLAND WESTERN CONCORD
NORTHLITE LLC
%
S
asr ���`'��--,-�r�, �"�' � -
's�� / Y �
��% TLC PROPERTIES INC I r3,._ ,,
�
�� � �-=
���:�-, F_ . �
�
O �J � � ` �l \/1832
0 "} NSV 2GI
�
M
,o z��
(V -- --- -__ — --_ _
----
-- — = iso� ___ - =
Q----_ _ _-------- --- -
� --_ —__.. ___ —_-.
N----- ---_—
J
, - --- — ---
� — � � — 182�
i_ —s . � —
r
_ 30" RCP-III TB 2GI-,
� � a yr
V..�
`W -------- I�o — ----- —
W -- --- m
---- . — --
Z Z�'� 15'f�l RCP III ZGI--
v, r. - . , , , _ ,
_ '�, �No F I� 1804 SEE S1
EARNHARDT INTERCHANGE PROPERTY OWNERS ASSOCIATION INC/NC CORP
/ J
�S �
A
��SHE��� <<18A,>5 ,�� �
�
2GI
SITE #13 �--
1830
,�
AIN H •,jR
72" RCP-IV�I ..
� �
��
�� " _
: /2 .:' SITE #14
/ 7EMPOR4RY SURFACE
WATER IMPACT
C
\ F ` _•,_
���,,, � _._
�� CSP
lBpyy
�m� 2GI 1e'.r �nn ...-
2GI
V.;. � �—� � m ADDITIONAL WETL4ND I"
� � \ IMPACT FOR E%CAVATION
� C C .. F- 3 F � SITE #I4 tgst ts' CSF
;rc�,_ CL 1{IP RAP�., 1805 Flttifa WEU,`NDS ��� �: „�, ��- W'ELBOV
�- 4esj �,s raaas� ��—�. � . ,ez �
� E57`�1(1�Y CTF; F Q10=105RFS � � � . F. � F c
no .. . .. .. r.�y� ���VI�Zl� FPS �s
STANDARD BASE DITCH
'CL B RIP ItAP
E DETAIL �2q
COPPERFIELD INC
. . _..�+ _ . -'_
�" 'EST-3 �TONS' � ��' _.
AO '�Q� , PDE -�.. ��"� EST 7 SV GF
F� � � � � y_ BAWC ST(.BILI]_ATIQN �.
� .,, y . T£RAl':BWSE�DITCfi'{W/CL'�I"RIP RAP' �
Y` +� W/ L II RIP RAP SEE DETAIL #17
�I I � �� � � � - SEE DETAIL THIS SHEET
OPERTIES INC � ��� �e ��� CONSTRUCT FINAL 10' OF
�. �O �` � � DITCH �� 0% NO RIP RAP
D�c� p�aQ��` I � � '. IS TO BE PLP.CE BELOW NWS
� �� � .
� �e� � � 1 C_. AD�ITIONAL WETLAND
�'�`"�'�=^ • `k �r4 IMPACT FOR HAND CLE IN ��.
����at � �, � �o �� �� —_ � � 3 �
���',S ��, � � � w-'" � � �
�
� � � �
S , �� L� r
DETAIL
L4TERAL BASE DITCH
� Nnfra Scale�
6
c.a�,oi u
�oa i p rrri sioae
G[oTfaTaf � 8 ` Min. �- 2 Ft.
MaK.d= 2 FI.
'when 8��s =- 6.0' B= 6 Ft.
iype of Liner= Closs 11 Rip-Rop 6= 5 Ft.
FROM -L- STA. 266+53 TO STA, 267+25 RT
I
SAMS REAL ESTATE B�
TRST WAL-MAR7
PROPERTY TAX F3E
�
N
r�AY
�Z ., ,
�LATERAL 'V' DITCH
L B RIP RAP
SEE DETAIL #4
RIP RAP AT
EMBANKMENT
SEE DETAIL x19
SITE #15
� BL`J� THE
� iat5 � � c 100' 0' 100'
_ O
2GI
� . � GRAPHIC SCALE
,8,4
�R`�-'° o MODIFICATION
z�i " p
18" RCP-III + 9i2 6i2 017
_ _ _ 2GI 18"
_ — Rce-u (V
�
iaia N
__ Q PERMIT DRAWING
,Sz TB2Go , N SHEET 41 OF 128
TB 2 - - �
------- — I F F DENOTES FILL IN
p. � WETLAND
� DENOTES HAND
= — W CLEARING
— —_��_ _ W �
_ � DENOTES TEMPORARY
N IMPACTS IN SURFACE WATER
W DENOTES IMPACTS IN
Z SURFACE WATER
F J
F � F — _ �
_ U DENOTES EXCAVATION
,,; � IN WETLAND
� . .. `
DETAIL 17
BANK STABILIZATION
� Not }o Scale)
o�u�" tF f����
NrG ound .�"!a� ° .t�� -- r,C—ound
ks � �f0 1F �,c� 1�Bp�ak
� ro� o':, = NW$
CHANNEL BED
(Variable)
Type of Liner = CL I Rip-Rap
DETAIL 19
RIP RAP AT EMBANKMENT
( Nof to Scale)
12'min.-
Ditch �—�
Grade � 2.0'mi_n.�l � — 2.0'
T
/
� � NWS
GEOTEXTILE

i
i - ..
I PARSONS PROJECT REFERENCE NO. SNEET NO.
BRINCKERHOFF '�` I-3802A 18
I \ / RN✓ SHEET NO.
I I ROADWAY DESIGN HYDRAUUCS
� . ENGINEER ENGINEER
\
/ �� �op1
S`�ic 7
\ ����
/ 7Pp
\AL-MART REAL EST BUSINESS TRS / �
5�
INLAND WESTERN CONCORD -
E
NORTHLITE LLC QPo��asa� �
Pe oP EARNHARDT INTERCHANGE PROPERTY OWNERS ASSOCIATION INC/NC CORP '
SAMS REAL ESTATE BUSINESS
TRST WAL-MART �
�� I � � , PROPERTY TAX f7EPT�� � �- �
e � �� �
� \ _
/ '\ -
- \
� � �
5
a5r �_,`."_-- " . \ -- .. - � �� � / � . S`'' p `�i � I
y� i --�i L
'��e-cac � - " � N� _ .., . � I � � : � ; /� N ' ��- � --
- ' -�" � �` i S� SHE�� 18A � � rt " � � � j' � � r ��
s � a�: � ; �_—� > � � , �'� ��
� � TLC PROP�RTIES INC � �ei��gopp�, - ,,.i.' '� . , �� ��
���_ � �� ' SITE #13 �-- F � SITE #14 � � �1 �
_
- � , = , _,, ��
� ,� C . ��'��� 7830 ti._J ;,�;; ,` .. 6; �
� ��_
_ .2 ,1 � �2„ RtP �� RCP-IV";�y 818�/ TEMPORARY SURFACE : I�� I'�
.. \\ \ ��,_ . -..,_... . E ,HW Yt�ATER IMPACT � ,. E S E��
.. — _ C E��. �li
� BL`J� THE
Y-,C1F CONfQRD-GT'( LIMITS ' - - - �F-� -•�.: � �.0 . .',�" \ F -....� C
. . � 1815 C 100' 0' 100'
�� _ _ ��. , o
O� , . . .. . 1�832 �� "F ' � �B LL'EIBOW . ...,, 2GI.
� GRAPHIC SCALE
, ' - � �
O ... -- � . _., � 2GI '�, �` � � � 6e-.i 1876 2GI 18�� ... . .
� � � . . � 15' RCP-III 1819� . . „�.'h' ��. �....
M� .' _ - . :.� ` .:'-, .. - _. ._.RCP-III
,o z��
�8�4 o MODIFICATION
_ _ _ - _ _ _ __ 18' RCP-1�I ,
N - _ _. _ . _ . __ _ _ . - _ . 2GI � � z 2GI 7808 „ ^ZGI 1820 , � 2Gf 11 Q
� - ---"_ .. . ... . _ _.�� _
Q ----- ,aoz - _ ° ,a ecP-ui �- 9�26�2017
-_.___ . - a�. � _ .__ .— —_� — —_ — —_ . 2Gf 18„
—___ _
� - - .w _. ___—___ ._ . __ . .
-__. ._ _ ._ -
- Rc;r-u N
d - -- — --
--- - —
tn — ---- - __— -- I�
-- _ iai3 N
� - — — -- — PERMIT DRAWING
= w� .
--- -
- --- -- ---- — --
I . . —"_ 'a. . __ _�.ry —"—'. --_ . �
_--- _-----
- ,826 Ta z�� �� � 09 ,82z Ta z�� ,8z Ta,�z�o -, ,. N S H E ET 42 O F 12 8
� . 9 . � — _ _ _ _ _ —
— _ — _ __ _ - �".c6
-r: - �� �... . +.� ' 1" ', � :�. ' :r�. i: ..�', _ _ _ " �-�.'--� ! _ -- _ — —
r
30" RCP-ill TB 2GI- Y,s �.. 8 I-A - - TB 2- - �
� „ v. � — 1823 � .. „ � I
W
- — --- -- — � DENOTES FILL IN
- --
W ------ v — — '— _ - --- -- -- --- F F
_ —_ '
- — -- - - - -- --
� � - ---- — — ------ � WETLAND
�
A
N �'� ,�3 I�< �. � DENOTES HAND
-- --- -- - - m --
_ _ _ ___ _
_.—_ z�� ZG�— -- a4 2�� `---- w CLEARING
Z ... , i5f RCP 11118�A -..- . . .- � . . . . , . . - � .
� _�_
. . .-( .... .-. . . . .., . . .-'.
J 4' O SEE SH "�T �'�' - N DENOTES TEMPORARY
_ � ��3 F ^^P" �8�� � IMPACTS IN SURFACE WATER
�
V.,. .-��.��y��:��.~'� �m \ AO�lTIONAI WETIAND ., _.,� W
H �'�;' F �3 \ SITE #14 �MPAcr Foe excavnno�, ,s aa �" - Z� DENOTES IMPACTS IN
� �. �. F � — 1837 ^— ��G W,�ELBOWS - —
� ,aos Fimia Nos �.z�„--- ,' w ,o w�rnH � F J SURFACE WATER
�� kS. 15 T�MS � � � 'r ' F . _ 1825 ' - 1851 , F
� CL 1{IP �2AP
A ' Q10=105FCF5 ,� � . F �. 1fl50�
, �. --- 's f °F ._ �, — F � _
�P � o � F;,, v,�a,� Frs, � DENOTES EXCAVATION
E5 30TSr OF�
_ " �-a-�=• U
�-_ -
POE � r�sT z To,�s � C - � IN WETLAND
� A O � . .. -s • ., .., EST 7 SY GF . - . .
' STANDARD BASE DITCH f � i I � � � - -BAN,C ST(+BI�ATIQN c �c � �TERAL 'V' DITCH /� �
�� - . r._ .... . .
O r�' i � 6� iERAI': Btt�� bITEF7' - W/CL'�I"RIP IiAP' ..- .. � .
/CL B RIP RAP' f� Y= �- W/ L h�RIP RAP SEE DETAIL #17 - V�%CL 9 RIP RAP %
EE DETAIL ...29 � ..�. i � � �k
I. �� '� � SEE DETAIL THIS SHEET —���� SEE DETAIL �4� I
� TL ROPERTIES � INC � � �:, �`. CONSTRUCT FINAL 10' OF � ^ � r / i /
O ��% � � DITCH C�0% NO RIP RAP � RIP RAP.AT
. TO � � � � �, � EMBANKMENi � �
COPPERFIELD INC � -� F\ / PONp� ^ ���,,� �e -� IS TO BE P4P.CE BELOW NWS ��� SEE DEiAIL�=19 I. I�
\\/ r : . � �.. ;�� � ; `KJ �\. .'�. � M°2 MPAICT� OR HANDNCLE INGk � .. �er;.!..�-' Y { ' � . .. .
,�, �
�,o _ 1 - � r SITE #I S
, ,- _
� � � �^ � �� �,
��,� � , � * ' ,� v� .,. - ,� f_. u
,�, .� , �_ � � ' _ '� � �� r : ;
���
c� - ��,�� .. `�
cei�v� til ; .
_ �a�n" �
DETAIL
L4TERAL BASE DITCH
� Nnfra Scale�
6
c.a�,oi u
�oa i p rrri sioae
G[oTfaTaf � 8 ` Min. �- 2 Ft.
MaK.d= 2 FI.
'when 8��s =- 6.0' B= 6 Ft.
iype of Liner= Closs 11 Rip-Rop 6= 5 Ft.
FROM -L- STA. 266+53 TO STA, 267+25 RT
DETAIL 17
BANK STABILIZATION
� Not }o Scale)
o�u�" tF f����
NrG ound .�"!a� ° .t�� -- r,C—ound
ks � �f0 1F �,c� 1�Bp�ak
� ro� o':, = NW$
CHANNEL BED
(Variable)
Type of Liner = CL I Rip-Rap
DETAIL 19
RIP RAP AT EMBANKMENT
( Nof to Scale)
12'min.-
Ditch �—�
Grade � 2.0'mi_n.�l � — 2.0'
T
/
� � NWS
GEOTEXTILE
Type of Liner= CL I Rip-Rap

i
i - J�
; SITE 7� I� � (�, I Pa� � PROJECT REFERENCE NO SNEET NO.
�J,-- -��G S � BR1NC ERHOFF I-3802A 18A
� F F DENOTES FILL IN ''� �'.� o P <" .(`1 TTF 1(A� wW SHEET NO.
I � WETLAND ^ �H3O i� ���0�\��\j , /`" �� Vi i L �1 / ROADNGINDRSIGN ENGINEERS
I ~ �
� DENOTES HAND ti0�' !� 5' �`�s�
�~ ,
� � CLEARING ,��S�S RETAIN H '��I RCP-IV� ��_ 81��J rEMPORARY SURFACE
i � 72 RCP-IV ➢ 1NATER IMPACT -�
I DENOTES TEMPORARY �P� Z ._F{y�/ -'
� � IMPACTS IN SURFACE WATER E F � C ;' E
F ' _ � , 1 17 \ .-, A (
I � DURFOACE WA ERTS IN - ,,�-.-.�" � ,— _ , _ _ —>\ F�
� , ..�
{. .
V ' � � �
_ ,� , _. , �-�,��- _
I �- � � C �
�;
� MODIFICATION F- - 8„ „ T�.�._,-,, ,,�-.-
� DENOTES EXCAVATION CSP -
i IN WETLAND 9/26/2017 ;"'�;_;' '-_ �',� JB w/ELBOW
i
�.=
� so� o� sa ,; .� 18" G� t
r,. X
� PERMIT DRAWING _ -; � , �eH �s�b Z�i � �� =��-� r_��
� � - _ --
� GRAPHIC SCALE SHEET 43 OF 128 "��15" R,�'P-��� �s�9 `�-�- s� ?�-�; �-�� . -... .,,,___.. _ � ��-._ - -- -
� B� la � Lid _ - -
i __ 2G1 _ - _ -
i 2G1 ' % ; ; _,�
-, �-- �
i ^_ �. _, _�, 2G1 18" RCP-III 7GI
- - ---
„ _�,,_��1.�,. 2 -
— -- - — __ - _ ,
�sos , �s2o
i---1g07 -_ --_---- - - _- -- -- - - - _ _ � _.� _,_,,_ 0 , - � _ _ _ � - - 18 RCP-II
, - --- ---- -- — -- — _ ' YIORP „
—� -
--- — — — � , --- —
� - — _—_-- __ � —�--- --- -------------------
� ----_ -- -- — - ----_— -- -�� —
, �-
,
, -_ - --
, � ---- _— --
� � — - - � —_-----� -----
o -- �W 1�
i N
I � � W
I
� — - — — — -- � - - _ - —_ — — -
I _ -Q='�JN - � � —
i � c�^ 1826 TB 2GI �� ` `� �� 1822 TB 2G1 182 oTB 2C
i -JT�-2G — - -�� � - — - - „ - �Q'R -1I1 '" -- — -a-6' l� � �ra� - — - — - — `
T iJ �i i �1 � �i �1 �" �— I� i i i LI � � i I— � i
I
� fB 2GI-A � �� 30" RCP-III TB 2GI-A o �� I B 2GI-A 30" RCP-III TB 2G1-A
i =
i t �'��,� � s �I 1823 1821
�
i � — - — �— - - � --�-- - — —
_ —
i-- _ - - - - "-
� - � - m ��
I
� _ �, = cnm
- z� p Q v =3
I n �1 ,c�
I o.� � rn C�3 I-o<
I m
� 2 G I - ,I � 2 Gt— - - _.--� �� _ — ,; - -- — — � _ _ _ _ —
i � 15"� RCP-III � r�� i � _ ----
u
�, v-�-, �
i � � — — �_ ,- � � , - - — — _ r., _ � �. � , , -
, , ,-,.,. - - -
i ;� . .-„ r, T� ,r. � . �; . �:-: . „�. �, �, �, , ; ,.V . � , �-�. . ��.� ,,.-, . , � , ��,--; , - � �_ �-�, . , , , . . , . . . , . , . , , � � - -
� ,��, �� � ..,. _ _ . .,�, ;-,�.-_ ,. , ,_. , _ _.. �.,.
, �, ... � .
I 1804 PERMANENT SURFACE �
i i � ��� WATER IMPACT
i 3 � � O I ,824
� _ �oF , O
c � m � ADDITIONAL WETLAND I P
i = °j 3 ' F �� SITE #14 , 831 IMPACT FOR EXCAVATION �� 15" CSP 2, �M
i � �_ � W/ELBOWS �� � �. � V10 = 3.6 FPS
� P 1805 V10 = 2.9 PF S �It�li� iN�Tl�DS � �'� , ,�r�..��.;�,�_� �!' �' , � �
i = �� !� � �'�-��� 1825 �`��' �,, 1850,H�1�% 18 B w/Iv1H F
� _ :�F> F Q1o=1o5FCFs � -- F F F ��� �_� , - F -- —
,
� ' , ��,;� i�V10=�1�j FPS -' - or�� oeo �rr` F � �� — --- —
�„ � :
_ , ; _ . E�B ��--�--�.-�-
- � -�- - ,�� .. _ . � . � —
r �� _E ;,
� � � - � � � , � ppE _ _ - Es`t �2 rc�s' � � °� ' � , - C �� _
i � AO O� � EST 7 SY GF �, -_ ;�
i � F � � � � ,BANK S�[ABI ZAT19N �
i �, � � W/CTEI RIP gR4SP biTCF# �E ", : • , � , .
,, �, � L 7 RIP RAP'-' � �\LATERAL 'V' DITCH
� = � � DETAIL #17 ` -, WI`CL B RIP RAP
i a �� � __ �:�� SEE DETAIL THIS SHEET -`�� ��� �- SEE DETAIL #4
i - ��
� TLC ROPERTIES INC � � �� CONSTRUCT FINAL 10' OF � � RIP RAP AT
i =_ r� �O � ,� � I� � � DI TO E PLACE BEOLOWP WS � EMBANKMENT
i F P�N�� � � SEE DETAIL #19
`\ ,
� �� � �, `k � �, ADDITIONAL WETLAND ��i
�`- ��t� � � `K �1 IMPACT FOR HAND CLE IN� ���� SITE �IS
i �;- �
i __ ' � %/� � / P�D � �;= ti � .�
I " _ _ _
I
�

I PA� � _�; ,"'�' PROJECT REFERENCE NO. SNEET NO.
� -
; SITE #13 �, �
� i-="��G `` ,� BRINC ERHOFF I-3802A 18A
� F F DENOTES FILL IN - ' �� �.� o� '� jf�� (Afi wW SHEET NO.
I WETLAND — _ �;� � - /-� �� SITE /�/ I / ROADWAY DESIGN HYDRAUUCS
I � . �H3O i � Q���� '' , '� ENGINEER ENGINEER
- - - RETAIN H „ � '� `r ' ,, .� ;
,L� -- ---- � �
� � DENOTES HAND S�S � -- - �� �' 2'S'� 81$ f-� �,
i CLEARING /�I� 72" RCP-IV RCP-IV �� _ ' TEMPORARY SURFACE
7 �IQ'` V✓ATER IMPACT -�
i � DENOTES TEMPORARY �P� ,� E 2 `_ HW �_ � ,
IMPACTS IN SURFACE WATER ' '
i �;, � � � �� � E (
� � DENOTES IMPACTS IN _'-- - F -:� � "'' :� �� � ,_� ;.,,_ � -
� SURFACE WATER _ - - � r . v 1817 � F � :� � " � � �
,_�_
_ -� Lr'� ��==�-- - �. , . ,_,
� DENOTES EXCAVATION MODIFICATION , `�� F ^� 8�� CSP
_ _ _ _ __ _ �1 �
i � IN WETLAND 9/26/2017 - - �-'' JB W/ELBOy�
i -
� so� o- so- , ,, , Q' � 2G1 �$" - GP-11 -'-- n—�x-
i -� _���E H 1816 _- - _
SHEET 44 OF 128 � ��� � ���y�
PERMIT DRAWING -� _
I GRAPHIC SCALE /�Jr�� R�P—III �H��% `�� � �r�'_: _.
� - ,_ -- � - _ - "
�.... i _ � . ,_ ,� .
� B, lab Lid ' � �
i 2G1 -- _ _. -
i 2G1 ''
,
i --- - - _� 2G1 2G1 1808 18" RCP-III �GI 1820
� ., � ,
" ��� -
� ---- ---,so� _ -_ ___--- - ---- '_ -_ _ _ _ _��,, , _-_: , _, >o , _ . _, . _ -YIORPBC �s-� RCP-ii
- --- - -
-- _ __ _
� - -- --- - - - - - - - -
, _..-- _ _-- -_ -- _-__- -- ----- ---- - - -------------------
� , � J
� �
-- -- � �, - - - - - -
--- -_ — -- — - -
, � -- ---- _ _ -- -- - _- -- — - -
, � , _-� --
� – � — - -- � —_---- --- — 1
I o -- Z �
i N
I � ,-- ' � W
I
- - — - -- - - - - - - --- _
--
I - -- - - -=- - � ^- - — - - - --- --
— - -
I Q �J cV �
i , �^ 1826 TB 2GI �� ` `� �� 1822 TB 2G1 - 1827 oTB 2C
� �-� - ��' - - � �Q'_R -JIJ ", �� � _
� �� ,i � �i,i�
- -- - -- - _-
� - -- -- - - - - - --- , - ------
x
I �_I �. '� IJ �J l.� u �� � � �� � �� � - �� � � � �= - � I_: L� —. -_ — - � . 11
I
� fB 2GI-A I �� 30" RCP-III TB 2GI-A I B 2GI-A 30" RCP-III TB 2G1-A
i _ -
i = �' �s � s �I 1823 1821
i _
i -- - � �-- - ----
_ �- -_ - - - - - — - - � - - --� -- � - --�--- _ - - - - - - - _- _ �
iL -- - - - - - _ - =
� � � - m �� , \ I
_
w �
� �, = cnm
I I� O Qm� �3
I�
I - M ^� C�3 -°r<
� �
- - - -__ - - -
� - - - - -- - -
� - f— - � G�- - - _ _ _ - - -- - - -
i 2GI 15" RCP-III __ _ - `�'`� ��4 r� _ +�_ _ _ - -
i �, - � - - - -- - __ �61- - = -- -� - - ,_ . -�- - _.
_ _� , �� - ��,�, �.
_.. ,-_ -, . -_ _ - - - - - - _ -
i _ " �: . . . ;� �; r ,, � �. ... _ , . . , � , . � . .-. . , . _ . . _ , . _ , . . _ - _
- " . - _ �, - �.. ,,�,. , . _,,,_ _
; .� - v '.. '"lFlr . r V `- ;� - ��. . � - _ __ . r-_.� �-
� PERMANENT SU FA
^ 1804 - _
R CE
i _ , � 3 � � -_ :- _ - _ - — WATER 1MPACT - - - - -- 1824
I V� -� -_-- -_ - -_ - _ i0 --_ --
i '� ; m � A�DITIQNAL WETLAND= _ -_ _ _ �`� _
`- - _-. -__ ,�
i M� \\ lMP_AGT -�OR EXCAVATION _ 15" CSP �2 --
-__-____ _ - _
- �-
� P_ , $05 � F � , SITE #14 - , 83, BOWs .
- —. - — — -
� - , �. . : -��-a-s_t - - � ,�//EL - - - -_ V10 = 3.6 FPS ` �
I L ' � �It�li� b'd�TlANDS :`� - - , �
� `� V10 - 2.9 FPS � c� ��'�'�-� � , � 50 yy�/ B w/MH
, �
_ � ��� _ � - - _ ; �. -- 1825 ' ' 18
� ,
�
� ` yF F Qlo=1o5FCFS � -- F �� -�_ pF - F _ -
i = ��' � � , �- - --- -- -
�
i � � �� _; � �� W �v,; � � V14_= � �,� F PS -.' � ���, �� '� , -
- F
- � v
- , _, � _ _
�__ . _ . .. � ' D '\
I ��, - . .,� . . . . . , - ..."._ .,,, . �^�pp� p, p . ^ _ .
_ ,. , _ __ ,r�- .
- � - — ,
� ,'�-
.� "—�r..TG��T,1`?ci cr—'- } ...� .
i
. � l. °/ - , _ .. � 7d ���� �, � , ._
' _ ' ,c ' ' ;� PDE �-�` ��s`t-z rc�Ns � �' ��� �� -�� C
� A O " � EST 7 SY GF � `
_ _,
i �.� O� �
; i _ ,. A
' „ I ��� �, �ATERAt Bi4S� bITCI� V��CL'�`R ABI�IZATIS>N �
i „� BANK S _
i � ,� ' _ IP` RAP \
i _' �� / W/CL II RIP RAP SEE DETAIL #1 - `� �TERAL 'V' DITCH -
- /� � , � , �� 'r��, WI`CL B RIP RAP �%
i a � -�� � -� � __ � 4� SEE DETAI�L THIS SHEET �'��� � � -��� �� SEE DETAIL #4 � ,' � 1� �" ���
1 1 �
i - TLC ROPERTIES INC �';� � �� CONSTRUCT FINAL 10' OF Q � I f RIP RAP AT �()�I' ` ��-
i �, �O I "'' � � - . ,k DITCH @ 0% NO RIP RAP ,: Jf � EMBANKMENT 1 �, � `I � � I
i -- OF p�N� a �',�; %� IS TO BE PLACE BELOW NWS ,� SEE DETAIL #19 ,, / ��` ��>
� /� , � �
� - ,� ,� r. �` � i � � � �
� /
� ; � .. _, , _
i � ' � �, ��: � �,. ADDITIONAL WETLAND ,_ ,� �' � � �� �- �',
-
i �- ��`� �� � / � � P�D � � �� IMPACT FOI� HAND CLE IN� �i '�'� � �~ : SITE �IS
� ,r�! � ,��
-_ '' �,. _ �� � � �-�� Lr
I
�

i
i -
PARSONS PROJECT REFERENCE NO. SNEET NO.
�_; _
I �, -{i i I� ' BRINCKERHOFF
-i_ � I-3802A 36A
I�- � � �-I-�I I � ROADWAY �IGN EET NO. HYDRAUUCS
� I-{-j-I-� I-L� � � ' � _ - . 1 _ � i - O
� � DENOTES TEMPORARY �vr_� ,�. M T� � ,'-� �� -- � , � I—; � J-� - ��
ENGINEER ENGINEER
IMPACTS IN SURFACE WATER � ��F � __I_=c��—� I— � ti
i =` ��, F-�,^ F_� f j,;
� DENOTES IMPACTS IN �`Y` ��' f/�
-`�{L�'. i�E u R2 F F� �`—`�— �—{-- J'�'J,
i � SURFACE WATER J o �% �.�� r� �-.,-'-�--_—_ F— --- ?��
�� �
I � �/ �CONC WW - - - - �
��� - �7 �' HW � ���� � _.,-
,.J CONCe
MODIFICATION '�.00' �%'�'� � � � �' � o�=6ao,zi�
�J%?6�0� % � � , �� �, � BL`J� THE
5.��Ut� �
�, ,
- 'i�� �'� ;
so� o� so� — —�' �.M� �
t ��('1��/1 ���
- J
GRAPHIC SCALE � �� .� � �� V i i �l� �L V �'C,� ��
� �
-`' � J � _--�—=
, _
PERMIT DRAWING ?�j ��,.9/ I �� ' EDDIE B & WIFE '��_--- �� ,,✓ —�
SHEET 73 OF 128 �� `��-' CDBN568G PGR50sM � JANIE VfHALYBURIFON P�� F�
� ���/ ���� �� DB 482 PG 363 � � c�
- _; ' �
� ,;� Q Q _,� � TEMPORARY 36'�
; . ,
.
� ' , �� -
� '� � ;' ' ; � /� � � � � � ' . - -� °� �
/ �HW � `� `. ,� \ +�� //�,' `�;S/ � �� _ � �' F J �.���L� � - �1F�O �}
�� � �. r �,,
�
. _. -
— -- -- —= - -
,
� � , __
� {
;�
_� ,
>
Ohf$.
� � z , -
_
i
� � � � . - -
`� , ; JEFFR� � � ,, - � � F � � ��� �
'� F � F ;� � = � ,, " F � - � J� �� � �a TEMPORAf�; URFACE �-' Q 4 ; %
� � JO �'' �L �4. � � ,� o PIPE Oti1TCET HAJ�IN L � �� ' H� � TD WATER I ' , C �� ;' -
r
\� DBB��� A�:T}, `, �e ���°o E, DE'T #17 � _ u r� R " Q - �l' ���_ NOEL� C
, :�.
�' _ 2' _ � � � �, � � � GTD w � � ,,i DB 7
v;� � i � � ' � , � �T ARD 'Y/' DITC � ��o � � �'' �' � � _ =� ,�,-;
. �� -- � i i i �-' ';/ DETAIL ,#15 � �`�o �� �a _ _ _ __ C ��,=r ' �
%' C ii' l � �V/ P,
` � � � �� � ��� ' , - _ �� � �`� � ��GTD � � — — — — — '� ' � �_ i � � c
` � �h � � �� �� � �� -.-J ��',O� o ��= � �� � � � — _ ��` �
&�E�v10�VE �`� � � � � � ` i �- .,� �'� � � �a�i;
�, ' ` '`;��° � / �� _ , ��`'> �� ��.� HW - _� 2GI � ��i %� � ��
- � '� ;/ ��'�,+ /� , ` � / � \ � �
`` � � O�i / '
, \
, / O �\ \
Q � � A�'- �
� / \
/� � �° �'-�/ G 1�"'RCP-I�}_,. � � / )
�' � y� �' � � � C ��� � �� = � � � �.% o�' ;r'� RM 'V'DITCH ��
- � DI � � � s�', � � �� � �' , � � o �j EE DETAIL #1
- � XISTII�G /, �: -,��� f�,A�- �� � - _ - � �� / ,��_� , s;`= -
� �` � � � � ' �',=' % JS � I-J _ �'B � � CP=1i��/ i i _ � .;
- �� �� �`� � \ ; �� � CB 48�,R�P��111 `- CB �
!� '�� �� � �� � " 42i,� RCP-I � � �� 4„ � � � / _ _ � — � � � _ ��4 RCP_lll
;,1� % i _ � � � , � �' � � as� j�C�' � ��C � � � 1 CB - .
�� '� i - � F - �� � ' / � � �- r
,
�� i Cg �' a �J QQ��� � �. � � � G D Fc� � <;,, � � d� � ���j,� ��>`,���/� �F '
� 0�- � �� % � P � � �� °� � � � / e _ �,�,� � � �
�-oF C �' � �T� '` � � `� � ����' � �� �o �, � � �
��
��\ - _ _ � , �' � E � ��,��t� � \ �� -.S i � - �� , F
, ,
� � Q ,
�
; . , ` � CSP � , �� �� `'�) � � ��V�s� �L �c,� � �� � � �.
�- � , , � Q � ,
� �. , GTD PV A , � \� ss 9 � , , �.
, _
� �\ i - � �- � �� �� ��' \ �� d��� �, � `ti I ��`� :�� ' 'F
�
E GTD � � , � O�CB _ 6. ,� ; -' _
� - E � � � � �. � F , `�`�-`,�
.
�� ' „ � � ���. � � -,-
�� = g °� �. _ qa„ �6o°Rq ,�� P _J �. -� J "`` _�� F \\`� �� �' ;'ORIA, �� KACORRI
� '`e�� � � 2 E � u, � � � � x � �C� : � ;� � �. �� DB �7� PG 206
� ,
, ��" � � � � '' ',,' ; '
- , ', _ R - �, - �,
> � �� �' V `� �, ^�� - `� � � � �
EM � �� ��
� � �,� �_ � �,� , . ���- �� ' � O I L C O -
1 .
-_
C`�AROLINA ° I \�
'� _ ' F � �
� � � � � __, � �- �' ��- �
~ � INC � ' ' � r`°,_ c , i ' ,
� �� � I �' OF> CONCORD �m i�� �� �`" � �' �o �
I. \ � 4 , ` ' �' �
�._� � ��
� �� �� �,� ��� ��a�- pB��, 693 PG 332 � ��� I _ �
��V �� �;;� � ,,, � �.�, DB'� 474 PG 577 (� � �� ��F �., �����' � _ .�;'� � �
� " �o \ \
- � �>'" � ��`� �� p HW �� � C �
- � , � � `� � � ��` % � � � � � `,a F� a�� � � � -
� �'� i �, �� � RICKY.�D. & � c �s o`Q�'����' w � '� � i�
n � ►*� Q Qe-P F -I— ��`" `
'L � E�CisTiw� `, `�= AROLYN��B WRIGH PiPE T�.`�T \
F M� �__� B 46�' PG 232 SITE �22
\ �
��� � CHANN L � �
`' � � TEMPORARY SURFACE SEE DETA #17
_- �� �� _ �/ / LINE BED W/CLASS I RIP RAP �
T� � � � ��P FORM SMOOTH TRANSITION !/ �NATER IMPACT CAROLYN G. KEE ��
���. �`�. �` �� FROM PIPE OUTLET TO EXISTING �� % �r
- ��� �` � �_ ' / STREAM BANKS � DB 10375 PC; iFn

i
I PARSONS ' PROJECT REFERENCE NO. SNEET NO.
i �— -; - _ � ��' BRINCKERHOFF
-AV I-3802A 36A
I _� �
�"�' � � "-9 RN✓ SHEET NO.
: i ' :-_'_— ' r - . __
I �—� + �—I ��� '' i � -�__ i��-�_ I � � ROADWAY DESIGN HYDRAUUCS
iDENOTES TEMPORARY �_ - _ _ _ -� ;-� - � ��, - �—; �__�i_�—� _ -r __ �� EN��NEER EN��NEER
IMPACTS IN SURFACE WATER q- -- � ' T��fi-'- �-� ,"- __ ti
i ��"�i1,-- . F F_� �� ��/ �� F�
i �;�,— ,.;� �.�. � , � �i�� F— -- _ - - ,'- `��s
i DENOTES IMPACTS IN - >,' �,_ �, -�y F F
� � SURFACE WATER ----- � j//� / - ��` `� '��r�__ ----- __�_ �°o
i -� ,l= � / COi'�1C-UJ�/d- — - —
�� _ : :.,�1 - �� �
. , . _ __ '- :. ;_ . ,_..
_
.— — _ - � . . _.
�� �r"l-
� � �,.� -` � ��7,3'��CONC. HW �� �
MODIFICATION '�:oo' �'�'� � ��� �'� roP�ao,zi� � �
�J%?6�0�% _ � � ��,'� i '�BL`J�THE
5. �fja� N ,-
�� ,
_ __ ���i' � ; � �
so� o� so� �" �.M�
GRAPHIC SCALE � '`� /� , � o > ����� ���. Vi i i/ 7/�L�_�_ . IJ,_; v .'TJ\ .. , � ��
, \��7� , � / . �.. �. � _ /� '
`��"/� � ��, // � ` EDDIE B & WIFE ���--- :~� — _i' —�
PERMIT DRAWING � G I � F
SHEET 74 OF 128 �` `' ��aN56a� Pc RSosM — ��,"' F
� . � � JANIE 48 A PGB 363 �� �`�c�� - ��� �
,�� , / `, I / � � DB ; �P Q 5 _ _TEMPORARY 36,
�\ �_: ��"�W �/ � � ` � �� +`'\� // j l �`S/ � �/ � — � y �F F _ - �,����� '� � -s �{�C�%�
_ __
� , �r
� �. ,
�
� ;
� \
,
— —'--- --r � i � �� -
, _ _
��
— F� JEFFR � � � �� �-- - J �_ � � F � � ��� I�S.
, � �� � � , � ,, �'� �a TEMPORA[�, ��SURFACE Q O ,'; %
F'� � � ' F
�
� � JO � '�L �, ,o � PIPE OCJTCET HAI�kN L '. � � ' H� � TD WATER I ' �,6�CT`�_ � �� ��;�'
�� �'� DBB� � ��'�� �, �Q / °o E �DE'T #17 � � _t� R � _� _ Q - ��' ���_ NOEL� C
, G;
GTD i
� �i � � � � �� � ; �T ARD 'W' DITC � ���`c� � � � ��' � � � � �Q � � ; _ DB 7-
�\ ��` �\ , � '" � DETAIL ,#15 d , o � ` �a — — — -- _ C C � �i -\ ,
� ` o-, � � ..Q��'Q���� � ��� �� ; _ - �� �� � GTD ��:� — —_ — — — — �;' �;i�� � ����<'
� - �� �. � � �� � � "'�o o �._ � � �/,� � ��� C� �,;i�
- � , �� � �� ; � ,�F',�+��'�� f 5�� o�, �`� 2GI ; r —� � \
&E�vl VE � _ , � F HW , -
. , �
�
�' . �i " ,-' � `�. . - / — _ — � � �
. _ .� � � �
/
� � , � ,.� N �� �,� � � �� �' �' C
� � \
e � � � � o ��
�� � �o /� 1�"'RCP-I�f,'' � j �
� � ;�� � ., - s � _ �,� RM 'V' DITCH �
/ - <, ,I ,r ��' C � � � _ �, � � �° '�� EE DETAIL T � �
> �
� � ,.� = � I � �o � � i
�✓XE ISTIIVG i DI - �' f ��C�' � - �� --
�. /"� � : ; „% � � , �, - � � it� � � � �/ � - — --
�� � �� � _ �� _ � �g ��F�1 'B � CP=1I1�' % ��' _ ��
�
_ �� ��� �`' � � � V '' ��� � CB 48',R�P��III CB �
,-�
/i � � % ��� � �� � 42�,� RCP-I �_ , 4„ � � — / ,��� — — --: � � � �4 RCP_lll
� �� ��� <o _ / �� � � !
i �' �� • � l
� �`/�� � � � �� �`� �µ �c� �," i „�� � � CB
VI �'�� p �' °' �oi� ,' „ _ — — �� F�, � � , � � �\ /o` /� ,�� �� _ F_ .
,,. � , �
CB ' PQP � , C GTD � o, � -a d`a,��� ��-/¢ � `>'�'�" �_ �'� �
� 0 � � /r � P '� ' '� � �c' � � �� � -
„ _
� �
:
� \
,.
oF C � VV GTD �_ . �, �\ / �
C� :�, - - � �, �v A�� t. � � � , � �� �
_ ; �
�
" � `�_ GTD PVE , �,�� � � --- \
- �� , � A
�
„
- „
, , , � . CSP �� c-� ,'\ � � � , � �
, ; ,�
,
- , � �. ��
\\ ss `
� - _ � - -
�- , � - � �
�
- � . � F
, �
,
�
, " , -
�
�i � �
�, �
\
\ - � =- E GTD � ` � � OaC6 _ � _f- �d 6� � -
� ' \
� - , � - ;�
_ _. � - -
� _ E �
�-�,� p t~_
' c� „ _�, � �_ �, . � ��, �� � � - ,
� � - � g' � � 1 g RC �1, _ �
,
` �� � � <a � � � 60° ��� q �� P i -� -- — =� =� ;,� F �� � // -�ORIAf��� KACORRI
-;
� � � �ev� ; ,_ Ua��� � � �� — � —��� �=c ����,t � -' 206
�, �
� . , _
, _ —
, _:_ ��
_ , , � �� REMD E <� ' �� �A � _ � � , � B
X r' � D 607� PG
� � , .
, �
�_ h ;
, � °� J ^- %'
i V� $ �
�
- :; , �� � '
` � � � �.�`� �� CAROLINA OIL CO ° � � _ \�' � /�
..
, _,;
= �, , � � �� _ �� � � F� �c, , ,' c�� � � �
� � ``` �I �' OF�= CONCORD INC `� �' �I �� _ � � �`� � , � , �' �.
� r � � �� �� ��� � �-�� ��`'�
� � \ y;�rtt r �� ' �._, �� � � � � ,=
� �\ � '� � , ��- DB��, 693 PG 332 � '�� � _ ;�
, , �,
� � � � pg' 474 � PG 577 �` � �� � "�F — `��� � � ��
��� �' '�� � �,� � � �' �� �
- , �� ` �' � j �;��>'� �� `� � �_' � ; � Hw �-�t-�'� �, �_� � ��
� � � ` /l \ � �; �,\ ` \ � , i �� Q`� c �
� o �� �> ,�
� �'� � �� ���� � RICKY�D. & � � c � �s ��Q�e���' w'� � �_� � i
� \' ' ►*� � � P e-P F-I— V��, `
- o� E'isTiw� � AROLYN� B WRIGH' �
'� Ftn!! �� '- -� ` `� B 46�' PG 232 SITE �22 n �i n PIPE Z9,UTL`�T C, �,
CHANN L
`' � � , \ TEMPORARY SURFACE SEE DETA #17
- �� �� � �/ / LINE BED W/CLASS I RIP RAP �
Y � �\,. � ��P FORM SMOOTH TRANSITION ; i WATER IMPACT CAROLYN G. KEE ��
���� ����.�,, � � ', �� FROM PIPE OUTLET TO EXISTING �� % �
- �,� �` � �_ ' / STREAM BANKS � DB 10375 PC; iFn

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 83+00 -L- BANK STABILIZATION < 0.01 < 0.01 15 10
2 94+68 -L- BANK STABILIZATION 0.04 < 0.01 172 20
3 97+00 -L- EXTEND EX 30" RCP-III < 0.01 < 0.01 15 20
4 157+27 -L- EXTEND EX 42" RCP-III < 0.01 < 0.01 7 10
4 157+25 -L- BANK STABILIZATION < 0.01 < 0.01 14 10
6 193+25 -L- FILL 0.01 95
7 193+00 -L- 6' LATERAL BASE DITCH 0.03 < 0.01 140 20
7A 44+87 -Y7- REPLACE EXIST. 48" CMP < 0.01 < 0.01 23 24
8 195+25 -L- 4' LATERAL BASE DITCH < 0.01 15
9 205+50 -L- BANK STABILIZATION < 0.01 < 0.01 9 5
9A 205+50 -L- BANK STABILIZATION < 0.01 < 0.01 5 5
10 230+75 - 237+60 -L- CHANNEL CHANGE 0.11 < 0.01 666 30
10A 229+40 -L- BANK STABILIZATION < 0.01 < 0.01 7 12
12 241+00 / 248+00 -L- BANK STABILIZATION 0.01 < 0.01 22 20
12 241+40 -L- EXTEND EX 48" RCP-III < 0.01 < 0.01 25 10
UC-1 257+45 -L- 6" WATER LINE 0.01 56
12A 257+45 -L- BANK STABILIZATION < 0.01 < 0.01 21 20
13 267+70 -L- EXTEND 36" CSP 0.08 0.01
14 268+45 -L- 18" RCP-III 0.03 < 0.01 106 16
14 267+00 -L- FILL < 0.01 < 0.01 < 0.01 < 0.01 3
14 267+00 - 267+25 -L- 6' LATERAL BASE DITCH < 0.01 0.02
15 269+50 -L- EXTEND EX 42" CMP < 0.01 23
15 269+50 -L- BANK STABILIZATION < 0.01 < 0.01 20 4
15 271+00 -L- FILL 0.01 60
SHEET 120 SUBTOTALS*: 0.08 0.02 0.03 0.26 0.05 1448 307 0
*Rounded subtotals are sum of actual impacts
NOTES:
2013 10 24

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
16 279+00 -L- FILL < 0.01
17 305+00 -L- FILL, OTCB 0.01 < 0.01 10
17 306+00 -L- EXTEND 30" RCP-IV < 0.01 12
17 306+00 -L- BANK STABILIZATION < 0.01 < 0.01 16 6
17A 317+76 -L- BANK STABILIZATION < 0.01 < 0.01 8 10
17B 322+90 -L- BANK STABILIZATION < 0.01 < 0.01 6 5
18 338+00 -L- BANK STABILIZATION 0.03 < 0.01 185 35
18 338+00 -L- BANK STABILIZATION 0.02 30
19 340+00 -L- Fi�� < 0.01 0.07 < 0.01 356 15
20 350+50 -L- EXTEND 54" RCP-III < 0.01 < 0.01 12 10
20 352+00 -L- BANK STABILIZATION < 0.01 < 0.01 22 10
21 48+75 -Y3- FILL 0.04 210
21 48+75 -Y3- BANK STABILIZATION < 0.01 < 0.01 15 20
22 50+00 -Y3- FILL, EXTEND 54" RCP-III 0.02 130
22 50+00 -Y3- OUTLET PROTECTION < 0.01 < 0.01 15 10
23 58+00 -Y3- FILL 0.10 < 0.01 0.04 0.01 135 65
23 58+00 -Y3- BANK STABILIZATION < 0.01 < 0.01 11 10
24 16+00 -Y34- EXTEND 36" RCP-III < 0.01 0.01 < 0.01 80 10
SHEET 121 SUBTOTALS*: 0.11 < 0.01 0.02 0.24 0.04 1243 216 0
*Rounded subtotals are sum of actual impacts
NOTES:
2013 10 24

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
25 388+34 -L- CHANNEL CHANGE 0.01 < 0.01 63 10
25 388+34 -L- BANK STABILIZATION < 0.01 35
26 388+34 -L- 72" WSP WORK AREA 0.02
27 405+66 -L- EXTEND 48" RCP < 0.01 14
27 405+66 -L- CHANNEL CHANGE 0.01 < 0.01 56 7
27 405+66 -L- BANK STABILIZATION < 0.01 < 0.01 31 12
28 412+82 -L- EXTEND 72" RCP /42" WSP 0.02 76
28 412+82 -L- CHANNEL CHANGE 0.01 < 0.01 43 12
28 412+82 -L- BANK STABILIZATION 0.02 < 0.01 73 17
29 20+91 -Y13RPA- 42" RCP 0.01 93
29 20+91 -Y13RPA- OUTFALL CHANNEL < 0.01 < 0.01 35 8
30 437+82 -L- 48" WSP < 0.01 34
30 437+82 -L- CHANNEL CHANGE < 0.01 < 0.01 10 11
30 437+82 -L- BANK STABILIZATION 0.01 < 0.01 71 10
31 437+82 -L- CHANNEL CHANGE < 0.01 < 0.01 37 11
32 449+92 -L- BANK STABILIZATION 0.02 < 0.01 106 23
33 470+69 / 473+73 -L- LATERAL BASE DITCH 0.11 0.04 0.02
34 470+85 / 477+45 -L- LATERAL BASE DITCH 0.03 427
34 470+85 / 477+45 -L- 42" ALTERNATE PIPE 0.02 234
34 470+85 / 477+45 -L- BANK STABILIZATION < 0.01 13
35 478+17 -L- BANK STABILIZATION 0.02 < 0.01 99 30
SHEET 126 SUBTOTALS*: 0.08 0-02 0-03 026 0.05 1448 30� 0
SHEET 127 SUBTOTALS*: 0.11 < 0.01 0.02 0.24 0.04 1243 216 0
SHEET 128 SUBTOTALS*: 0.11 0.04 0.04 0.22 0.03 1550 151 0
PROJECT TOTALS*: 0.30 0.00 0.06 0.00 0.09 0.72 0.11 4241 674 0
*Rounded subtotals and totals are sum of actual impacts
NOTES: In addition to the project totals listed above, this permit includes a total of 0.01 acres of Temporary Impacts in Wetlands for Erosion Control
Devices per the NCDOT Roadside Environmental Unit.
2013 10 24