20200628 Ver 1_20-08-10_Fully Signed 404 Permit with Conditions and MRT SAW 2016-01337_20200810

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*7,. \I1/%z DEPARTMENT OF THE ARMY
w >n r.� m WILMINGTON DISTRICT,CORPS OF ENGINEERS
A "°'iIle m69 DARLINGTON AVENUE
°y pS WILMINGTON,NORTH CAROLINA 2840 3-1 343
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August 10, 2020
Regulatory Division
Action ID. SAW-2016-01337
Ms. Amy Euliss
North Carolina Department of Transportation (NCDOT),
Division 9
375 Silas Creek Parkway
Winston Salem NC 27127
Dear Ms. Euliss:
In accordance with the written request of May 8, 2020, and the ensuing
administrative record, enclosed is a permit to discharge fill material with 0.11 acre
permanent wetland impacts, 1 ,372 linear feet of permanent stream impacts, and 266
linear feet of temporary stream impacts. These impacts are associated with the
construction of TIP U-5760, widening and extension of Big Mill Farm Road, and
widening of Hopkins Road, from the north end of Harmon Creek Road, to north of West
Mountain Street, west of downtown Kernersville, in Forsyth County, North Carolina.
Any deviation in the authorized work will likely require modification of this permit.
If any change in the authorized work is necessary, you should promptly submit revised
plans to the Corps showing the proposed changes. You may not undertake the
proposed changes until the Corps notifies you that your permit has been modified.
Carefully read your permit. The general and special conditions are important.
Your failure to comply with these conditions could result in a violation of Federal law.
Certain significant general conditions require that:
a. You must complete construction before December 31, 2025.
b. You must notify this office in advance as to when you intend to commence and
complete work.
c. You must allow representatives from this office to make periodic visits to your
worksite as deemed necessary to assure compliance with permit plans and conditions.

You should address all questions regarding this authorization to Mr. Eric Alsmeyer,
Raleigh Regulatory Field Office, at telephone [phone], extension 23.
FOR THE DISTRICT ENGINEER
Date: 2020.08.10
'1ai _ 12:27:07 -04'00'
Monte Matthews
Lead Project Manager
Enclosures:
Department of the Army Permit Special Conditions
Permit Drawings
Copies Furnished (with enclosures):
Chief, Source Data Unit
NOAA/National Ocean Service
1315 East-west Highway, Room 7316
Silver Spring, Maryland 20910-3282
Copies Furnished with Special Conditions and Plans:
U. S. Fish and Wildlife
Asheville Ecological Services Field Office
160 Zillicoa St.
Asheville, NC 28801
Mr. Todd Bowers
Wetlands and Marine Regulatory Section
Water Protection Division — Region IV
U. S. Environmental Protection Agency
61 Forsyth St. SW
Atlanta, Georgia 30303-8931
Division of Water Resources
Department of Environmental Quality
1617 Mail Service Center
Raleigh, North Carolina 27699

DEPARTMENT OF THE ARMY PERMIT
Permittee North Carolina Department of Transportation, Division 9,ATTN: Ms.Amy Euliss
Permit No. AID SAW-2016-01337
Issuing Office CESAW-RG
NOTE: The term"you" and its derivatives,as used in this permit,means the permittee or any future transferee. The term"this
office"refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity
or the appropriate official of that office acting under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified below.
Project Description: TIP U-5760; Big Mill Farm Road and Hopkins Road Widening and Extension;
impacting 0.11 acre of wetlands, and 1,638 linear feet of stream.
Project Location: Existing Big Mill Farm Road and Hopkins Road corridors, west of downtown
Kernersville,in Forsyth County, NC. Latitude and Longitude (near center of project at Woodfield
Drive): 36.123 N, -80.110 W.
Permit Conditions:
General Conditions:
1. The time limit for completing the work authorized ends on December 31, 2025. If you find that you need more time to
complete the authorized activity, submit your request for a time extension to this office for consideration at least one month
before the above date is reached.
2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions
of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good
faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized
activity or should you desire to abandon it without a good faith transfer,you must obtain a modification of this permit from this
office,which may require restoration of the area.
3. 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 National Register of Historic
Places.
4. If you sell the property associated with this permit,you must obtain the signature of the new owner in the space provided
and forward a copy of the permit to this office to validate the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project,you must comply with the conditions specified
in the certification as special conditions to this permit. For your convenience,a copy of the certification is attached if it
contains such conditions.
ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325(Appendix A))
1

6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure
that it is being or has been accomplished in accordance with the terms and conditions of your permit.
Special Conditions:
SEE ATTACHED SPECIAL CONDITIONS
Further Information:
1. Congressional Authorities:You have been authorized to undertake the activity described above pursuant to:
( ) Section 10 of the Rivers and Harbors Act of 1899(33 U.S.C.403).
(X) Section 404 of the Clean Water Act(33 U.S.C. 1344).
( ) Section 103 of the Marine Protection,Research and Sanctuaries Act of 1972(33 U.S.C. 1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Federal,state,or local authorizations required by law.
b. This permit does not grant any property rights or exclusive privileges.
c. This permit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing or proposed Federal project.
3. Limits of Federal Liability. In issuing this permit,the Federal Government does not assume any liability for the following:
a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural
causes.
b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf
of the United States in the public interest.
c. Damages to persons,property,or to other permitted or unpermitted activities or structures caused by the activity
authorized by this permit.
d. Design or construction deficiencies associated with the permitted work.
e. Damage claims associated with any future modification,suspension,or revocation of this permit.
4. Reliance on Applicant's Data:The determination of this office that issuance of this permit is not contrary to the public interest
was made in reliance on the information you provided.
2 *U.S.GOVERNMENT PRINTING OFFICE: 1986-717-425

5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant.
Circumstances that could require a reevaluation include,but are not limited to,the following:
a. You fail to comply with the terms and conditions of this permit.
b. The information provided by you in support of your permit application proves to have been false,incomplete,or
inaccurate(See 4 above).
c. Significant new information surfaces which this office did not consider in reaching the original public interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation
procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The
referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms
and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any
corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations
(such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the
cost.
6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit,Unless
there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest
decision,the Corps will normally give favorable consideration to a request for an extension of this time limit.
Your signature below,as permittee,indicates that you accept and agree to comply with the terms and conditions of this permit.
August 8, 2020
(PERMITIXE) NCDOT,attn: AMY EULISS (DATE)
This permit becomes effective when the Federal official,designated to act for the Secretary of the Army,has signed below.
FOR THE DISTRICT ENGINEER:
04 Date: 2020.08.10 12.44.27
-04'00'
(DISTRICT COMMANDER) BENJAMIN A.BENNETT,COLONEL (DATE)
When the structures or work authorized by this permit are still in existence at the time the property is transferred,the terms and
conditions of this permit will continue to be binding on the new owner(s)of the property. To validate the transfer of this permit
and the associated liabilities associated with compliance with its terms and conditions,have the transferee sign and date below.
(TRANSFEREE) (DATE)
3 *U.S.GOVERNMENT PRINTING OFFICE:1986-717-425

WILMINGTON DISTRICT REGULATORY DIVISION
PERMIT SPECIAL CONDITIONS
DA# SAW-2016-01337
U-5760 Big Mill Farm Road Widening/Extension,
1. Work Limits: All work authorized by this permit shall be performed in strict
compliance with the attached permit plans (WETLAND AND STREAM DRAFT PERMIT
PACKAGE, dated MAY 4, 2020), which are a part of this permit. The Permittee shall
ensure that the construction design plans for this project do not deviate from the permit
plans attached to this authorization. Any modification to the attached permit plans must
be approved by the US Army Corps of Engineers prior to any active construction in
waters or wetlands.
2. Unauthorized Dredge or Fill: Except as authorized by this permit or any U.S. Army
Corps of Engineers approved modification to this permit, no excavation, fill, or
mechanized land-clearing activities shall take place at any time in the construction or
maintenance of this project, within waters or wetlands, or shall any activities take place
that cause the degradation of waters or wetlands. There shall be no excavation from,
waste disposal into, or degradation of, jurisdictional wetlands or waters associated with
this permit without appropriate modification of this permit, including appropriate
compensatory mitigation. This prohibition applies to all borrow and waste activities
connected with this project. In addition, except as specified in the plans attached to this
permit, no excavation, fill or mechanized land-clearing activities shall take place at any
time in the construction or maintenance of this project, in such a manner as to impair
normal flows and circulation patterns within, into, or out of waters or wetlands or to
reduce the reach of waters or wetlands.
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, drawings and attachments shall be available at the
project site during the construction and maintenance of this project.
4. Pre-Construction Meeting: The Permittee shall schedule and attend a
preconstruction meeting between its representatives, the contractors representatives,
and the U.S. Army Corps of Engineers, 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 provide the Corps, NCDOT Project Manager, with a copy of
the final permit plans at least two weeks prior to the preconstruction meeting along with
a description of any changes that have been made to the project's design, construction
methodology or construction timeframe. The Permittee shall schedule the
preconstruction meeting for a time frame when the Corps and NCDWR Project
Managers can attend. The Permittee shall invite the Corps and NCDWR Project
1

Managers a minimum of thirty (30) days in advance of the scheduled meeting in order to
provide those individuals with ample opportunity to schedule and participate in the
required meeting. The thirty (30) day requirement can be waived with the concurrence
of the Corps.
5. Notification of Construction Commencement and Completion: The Permittee
shall notify the U.S. Army Corps of Engineers in writing prior to beginning the work
authorized by this permit and again upon completion of the work authorized by this
permit.
6. Reporting Address: All reports, documentation, and correspondence required by the
conditions of this permit shall be submitted to the following: U.S. Army Corps of
Engineers, Wilmington District Raleigh Regulatory Field Office, Attn: Eric Alsmeyer,
3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 or
[e-mail]. The Permittee shall reference the following permit
number, SAW-2016-01337, on all submittals.
7. Permit Revocation: 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
United States and in such time and manner as the Secretary of the Army or his
authorized representative may direct, restore the water or wetland to its pre-project
condition.
8. Reporting Violations: Violation of these permit conditions or violation of Section 404
of the Clean Water Act or Section 10 of the Rivers and Harbors Act shall be reported to
the Corps in writing and by telephone at: 919-554-4844, ext. 23, within 24 hours of the
Permittee's discovery of the violation.
9. Clean Fill: The Permittee shall use only clean fill material for this project. The fill
material shall be free from items such as trash, construction debris, metal and plastic
products, and concrete block with exposed reinforcement bars. Soils used for fill shall
not be contaminated with any toxic substance in concentrations governed by Section
307 of the Clean Water Act. Unless otherwise authorized by this permit, all fill material
placed in waters or wetlands shall be generated from an upland source.
10. Culverts:
1) Unless otherwise requested in the application and depicted on the approved
permit plans, culverts greater than 48 inches in diameter shall be buried at least one
foot below the bed of the stream. Culverts 48 inches in diameter and 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 existing channel slope. The bottom
of the culvert shall be placed at a depth below the natural stream bottom to provide for
passage during drought or low flow conditions. Culverts shall be designed and
constructed in a manner that minimizes destabilization and head cutting.
2

2) Measures shall be included in the construction/installation that will promote the
safe passage of fish and other aquatic organisms. The dimension, pattern, and profile of
the stream above and below a pipe or culvert shall not be modified by widening the
stream channel or by reducing the depth of the stream in connection with the
construction activity. The width, height, and gradient of a proposed opening shall 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.
3) The Permittee shall implement all reasonable and practicable measures to
ensure that equipment, structures, fill pads, work, and operations associated with this
project do not adversely affect upstream and/or downstream reaches. Adverse effects
include, but are not limited to, channel instability, flooding, and/or stream bank erosion.
The Permittee shall routinely monitor for these effects, cease all work when detected,
take initial corrective measures to correct actively eroding areas, and notify this office
immediately. Permanent corrective measures may require additional authorization by
the U.S. Army Corps of Engineers.
4) Culverts placed within wetlands must be installed in a manner that does not
restrict the flows and circulation patterns of waters of the United States. Culverts placed
across wetland fills purely for the purposes of equalizing surface water shall not be
buried, but the culverts must be of adequate size and/or number to ensure unrestricted
transmission of water.
11. Sediment and Erosion Control:
1) During the clearing phase of the project, heavy equipment shall not be
operated in surface waters or stream channels. Temporary stream crossings will be
used to access the opposite sides of stream channels. All temporary diversion channels
and stream crossings will be constructed of non-erodible materials. Grubbing of riparian
vegetation will not occur until immediately before construction begins on a given
segment of stream channel.
2) No fill or excavation impacts for the purposes of sedimentation and erosion
control shall occur within jurisdictional waters, including wetlands, unless the impacts
are included on the plan drawings and specifically authorized by this permit. This
includes, but is not limited to, sediment control fences and other barriers intended to
catch sediment losses.
3) The Permittee shall remove all sediment and erosion control measures placed
in waters and/or wetlands, and shall restore natural grades on those areas, prior to
project completion.
4) The Permittee shall use appropriate sediment and erosion control practices
which equal or exceed those outlined in the most recent version of the "North Carolina
Sediment and Erosion Control Planning and Design Manual" to ensure compliance with
3

the appropriate turbidity water quality standard. Erosion and sediment control practices
shall be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in
order to ensure compliance with the appropriate turbidity water quality standards. This
shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the
project shall remain in full compliance with all aspects of the Sedimentation Pollution
Control Act of 1973 (North Carolina General Statutes Chapter 113A, Article 4).
Adequate sedimentation and erosion control measures shall be implemented prior to
any ground disturbing activities to minimize impacts to downstream aquatic resources.
These measures shall be inspected and maintained regularly, especially following
rainfall events. All fill material shall be adequately stabilized at the earliest practicable
date to prevent sediment from entering into adjacent waters or wetlands.
12. 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 contractors and/or agents to
identify all areas to be used as borrow and/or waste sites associated with this project.
The Permittee shall provide the U.S. Army Corps of Engineers with appropriate maps
indicating the locations of proposed borrow and/or waste sites as soon as such
information is available. The Permittee shall submit to the Corps site-specific
information needed to ensure that borrow and/or waste sites comply with all applicable
Federal requirements, to include compliance with the Endangered Species Act and the
National Historic Preservation Act, such as surveys or correspondence with agencies
(e.g., the USFWS, the NC-HPO, etc.). The required information shall also include the
location of all aquatic features, if any, out to a distance of 400 feet beyond the nearest
boundary of the site. The Permittee shall not approve any borrow and/or waste sites
before receiving written confirmation from the Corps that the proposed site meets all
Federal requirements, whether or not waters of the U.S. , including wetlands, are
located in the proposed borrow and/or waste site. All delineations of aquatic sites on
borrow and/or waste sites shall be verified by the U.S. Army Corps of Engineers and
shown on the approved reclamation plans. The Permittee shall ensure that all borrow
and/or waste sites comply with Special Condition 2. of this permit. Additionally, the
Permittee shall produce and maintain documentation of all borrow and waste sites
associated with this project. This documentation will include data regarding soils,
vegetation, hydrology, any delineation(s) of aquatic sites, and any jurisdictional
determinations made by the Corps to clearly demonstrate compliance with Special
Condition 2. All information will be available to the U.S. Army Corps of Engineers upon
request. The Permittee shall require its contractors to complete and execute
reclamation plans for each borrow and/or waste site and provide written documentation
that the reclamation plans have been implemented and all work is completed. This
documentation will be provided to the U.S. Army Corps of Engineers within 30 days of
the completion of the reclamation work.
4

13. Compensatory Mitigation: In order to compensate for impacts associated with this
permit, mitigation shall be provided in accordance with the provisions outlined on the
most recent version of the attached Compensatory Mitigation Responsibility Transfer
Form. The requirements of this form, including any special conditions listed on this form,
are hereby incorporated as special conditions of this permit.
14. Endangered Species Act: The Permittees shall implement all necessary
measures to ensure the authorized activity does not kill, injure, capture, harass, or
otherwise harm any federally-listed threatened or endangered species. While
accomplishing the authorized work, if the Permittees discover or observe an injured or
dead threatened or endangered species, the U.S. Army Corps of Engineers, Wilmington
District Raleigh Field Office, Attn: Eric Alsmeyer at 919-554-4884 Ext. 23 /
[e-mail] will be immediately notified to initiate the required
Federal coordination.
15. Maintain Flows and Circulation Patterns of Waters: Except as specified in the
plans attached to this permit, no excavation, fill or mechanized land-clearing activities
shall take place at any time in the construction or maintenance of this project, in such a
manner as to impair normal flows and circulation patterns within waters or wetlands or
to reduce the reach of waters and/or wetlands.
16. Temporary Fills: Within thirty (30) days of the date of completing the authorized
work, the Permittee shall remove all temporary fills in waters of the United States and
restore the affected areas to pre-construction contours and elevations. The affected
areas shall be re-vegetated with native, non-invasive vegetation as necessary to
minimize erosion and ensure site stability.
17. Water Contamination: All mechanized equipment shall 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 Permittees shall immediately report it to the N.C.
Division of Water Resources at [phone] or [phone] and provisions of the
North Carolina Oil Pollution and Hazardous Substances Control Act shall be followed.
18. Aquatic Life Movement: No activity may substantially disrupt the necessary life
cycle movements of those species of aquatic life indigenous to the waterbody, including
those species that normally migrate through the area. All discharges of dredged or fill
material within waters of the United States shall be designed and constructed, except as
authorized as indirect impacts, to maintain low flows to sustain the movement of aquatic
species.
19. Prohibitions on Concrete: The Permittees shall take measures necessary to
prevent live or fresh concrete, including bags of uncured concrete, from coming into
contact with any water in or entering waters of the United States. Water inside coffer
dams or casings that has been in contact with concrete shall only be returned to waters
5

of the United States when it no longer poses a threat to aquatic organisms (concrete is
set and cured).
6

See Sheet lP For Conventional Pion Sheet Symbols !'
O STATE OF NORTH CAROLINA N.C. U-5760 1
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lll�^ "",,. `+ - ` ,ti� DIVISION O]F HIGHWAYS A6381.1.1 P.E.
v J ,�A* .0 =PROJECT A5721.2.1 RA(/
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4572,.3., �DNST.
11 �,
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U LOCATION: HOPKINS ROAD/BIG MILL FARM ROAD IN KERNERSVILLE FROM
�,- as A q SOUTH OF US 421/I-40 BUS/NC 150 TO NC 66(W MOUNTAIN ST)
TYPE OF WORK: GRADING,DRAINAGE,PAVING,SIGNALS, CULVERTS,RETAINING WALLS,AND STRUCTURES
BEGIN a�' WETLAND AND STREAM
PROJECT ,Pil
P 715/Cs N-E5T5BA 3� PERMIT PACKAGE Nq0 By
0� LLB a MAY 4,2020 A 2D7j
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BEGIN BRIDGE BEGIN CULVERTEND CULVERT P
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PERMIT DRAWING rp® „ 1
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*TRAFFIC SIGNAL 4'
INCOMPLETE PLC A8
THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS LIMITED TO POINTS AS SHOWN ON THE PLANS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III 6,.••..,.==••w.==
I•
`THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF KERNERSVILLE
C..) Kimley»Horn HJURAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PUNS PREPARED FOR
a AADT 2040= 10,7006 LENGTH ROADWAY TIP PROJECT U-5760 1.998 MILES T N TP Eanpn: FRS s P
50 u 0 50 100 AADT 2040= 14,900 LENGTH STRUCTURES TIP PROJECT U-5760 0.036 MILES
lLll P�� D 60% TOTAL LENGTH TIP PROJECT U-5760 2.034 MILES
T - 3%� IEFFREY W,,,s,,E.PB al,.rn,✓xu, '~ `.
50 25 0 50 100 y _ 50 MPH RIGHT OF WAY DATE: ROADWAY DESIGN ENGINEER
iTtitill T 1% + DUAL 2%) APRIL 16202I
PROFILE(HORIZONTAL) , 'oDB HUNT P.E.
Og FUNCTIONAL
$ 2.5 I� CLASSIFICATION: LETTING DATE:
U `� URBAN COLLECTOR APRIL I&2023 W.AL BLANTON.PE.P.L.S.
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DETAIL 1 DETAIL 2 DETAIL 3 Kimley»>Horn rvEaEsorxa � :°'
°,'"x'°'" °^°�'^.DESIGN e..F.F,a aF,°
421
SPECIAL LATERAL'V'DITCH LATERAL BASE DITCH
Notro Sall.) LATERAL'V'DITCH INmm Seale) cr.,.....
°' Slope (Not to Scale G E �: I� Fill WET
TIE 110 Lm x�or MPgET6 PLC NB
cal Ground D
GrvuN 3') D f�at Ground) t:> D lift. Slope ) 'L'\ Pe
Iee I Min.D- 1 Ft.
Min.D- 1.5 Ft. B= 2 Ft. DOCUMENT NOT CONSIDERED FINAL
Geotenile� Min.D= 1.5 Ft. b= 5 Ft. b= 5 F. UNLESS ALL SIGNATURES COMPLETED
Type of Liner- Class'B'Rip-Rap Max.d= 1 F.
FROM STA.58+90 TO STA.59+50-Y1-(LT) FROM STA.58+30 TO STA.58+80-Ti-(LT)
FROM STA.60+10 TO STA.61+50-Y1-(RT)
DETAIL 4 DETAIL 5 DETAIL 6 DETAIL 7
SPECIAL LATERAL'V'DITCH 'SPECIALV'DITCH
SPECIAL LATERAL BASE DITCH IN.to scale) Molt.LATERAL' LATERAL'V'DITCH
ale
Now Scale) ((�� INot to scale)
Natural o' Natural ,°t Fill TepprFll b
Ground .84 D .;nec slope Ground q 2., D s'de‘ Slop. Natural , 'L. s lOn• Ground Z.y D 2. Fill
, t"At. slop•
d Min.D= 1 F.
Gemeaile 101
Min.D- 2.5 F. Min.D= 1.5 F. GeoledileJ Min.D= 2 F. b= 5 F.
Max.d- 2.0 Ft. Type of Liner= Class'B'Rip-Rap Mc".d- 1 F.
_ FROM STA.29+50 TO STA.32+00-L-L
Typeof Liner- Class Rip-Rap Ra B- 3.0 F. FROM STA.28+35 TO STA.29+00-L-(LT)
p_ p FROM STA.46+00 TO STA.47+25-L-R FROM STA.29+00 TO STA.29+50-L-(LT)
FROM STA.16+15 TO STA. T)(17+00-Y1RPB-L FROM STA.51+50 TO STA.52+10-L-(RT)
FROM STA.80+50 TO STA.81+50-L-(LT) FROM STA.54+40 TO STA.55+75-L-(RT)
FROM STA.103+30 TO STA.106+00-L-(LT)= FROM STA.111+85 TO STA 116+50-L-ILTT11
FROM STA.80+50 TO STA.80+80-91-ILT)
FROM STA.94+00 TO STA.97+00-Yl-t(LTT1)
FROM STA.14+57 TO STA.15+85-Y1RPB-(RT)
FROM STA.13+35 TO STA.15+00-Y1LPD-(LT) DETAIL 10 DETAIL 11
SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH
(Not to Scale)
Motto Scale)
DETAIL 8 DETAIL 9 b
SPECIAL LATERAL'V'DITCH SPECIAL LATERAL'V'DITCH Natural 0 1 o, ,°' Natural
Fill
Mato Scale) (Not to scale) Ground .. D FeesSlope d ) D . lnt. Slope
yy
Fill �(y Ge°nnile ll Min.D= 2 F.
,.yNat ,°' slope Georonile RI Max.d= 1 F.
Natural b.\°t Fill
Wound �OHa°,' f Min.D= 2 Ft.
Ground 4,.2 D d D Max.2 N.1 F. Type of Liner=d Class'B'Rip-tap 6= 5 F.
Gea..xie� Type of Liner= Class'B'Rip-Rap
Min.D- 1.0 F. Mie.D- 2 FL FROM STA.66+55 TO STA.69+50-YI-(LTl FROM STA.91+00 TO STA.91+50-`11-(LT)
Type of Liner- Class'B'Rip-Rap Max.d= 1.5 F. FROM STA.90+00 TO STA.91+00-Y1-(LT)
FROM STA 88+00 TO STA.89+50-19-(RT)
FROM STA.80+80 TO STA.82+00-Y1-(LT)
FROM STA.89+50 TO STA.90+00-Y1-(LT)
FROM STA.10+31.24 TO STA.11+00-Y1RPD-(LT)
DETAIL 15
DETAIL 14 SPECIAL LATERAL'V'DITCH
TOE PROTECTION I Not to Scale)
(Not to Scale)
_ DETAIL 12 DETAIL 13 I
SPECIAL CUT DITCH SPECIAL CUT DITCH P°�at or.od ___L M1 v:°' Imp
IN°t t°Scale) IN°t to Scala) Natural
.N ox VC' Natural
F: D
ti `\
Front Front Ground b Y
,°s Slope itchc Slob (d a. Min.D- 1.5 F.
Natural 3 Natural 9'�a Pa
Ground Z:7 F\G�ac Ground 3.y F\aMac d=2 F.
F/ D D b=2 H. Geotexlile
o eel FROM STA.35+00 TO STA.38+50-L-IR
Min.D= 1.5 F. Min.D=1.5 Ft FROM STA.58+00 TO STA.38+20-L- R
Type of Liner=Class'B'Rip-Rap FROM STA.58+00 TO STA.60+20-L-�R
FROM STA.65+00 TO STA.67+00-L-(R FROM STA.96+00-L-TO STA.98+00-L-(RT)
FROM STA.47+25 TO STA.48+25-L- R FROM STA.43+00 TO STA.44+50-L-(RT) R{, FROM STA.13+00 TO STA.14+00-Y4-(LT)
FROM STA.109+50 TO STA.111+50-L- R
FROM STA.49+00 TO STA.51+50-L- FROM STA.44+50 TO STA.45+50-L-R FROM STA.19+85 TO STA.11+00-Y4-(RT)
FROM STA.101+50 TO TA.15+15 8- LT
FROM STA.55+75 TO STA.58+00-L- R FROM STA.14+10 TO STA.15+75-92- L FROM STA.14+00 TO STA.15+15-YB-(LT) FROM STA.12+35 TO STA.11+50-Y7-R
FROM STA.81+50 TO STA.85+90-L-(LT) FROM STA.15+75 TO STA.17+00-Y2-L FROM STA.15+50 TO STA.15+95-Y8-(LT) FROM STA.12+35 TO STA.13+50-Y7- R
FROM STA.111+65 TO STA.114+00-L-(RT) FROM STA.19+00 TO STA.21+00-Y1RPB-(LT) FROM STA.14+87 TO STA.16+70-Y7- R
of

DETAIL 18 . Kimley*Horn M =�60 L Na.
DETAIL 16 DETAIL 17 — FALSE SUMP o �) ,„a„,,, a„a,„,,,
SPECIAL LATERAL BASE DITCH RETAINING WALL LATERAL'V'DITCH INnn Scale, •31 uicx NC naN Mp
(Not to Scale) N dl 1GAle SNAP) b a Outside Ditch -IZ pd_ """
- - 3 TroNi<Fl® I �.,.�. I L.No x�o.211T,1 PLANS
Ground I PERMIT DRAWING
M ?.y 3'\alac Fill wun 7j I t—20:1 2 �-S� SHEET T OF 27
O FWSt Slope ry,� Proposed Ditch
'rili' d Min.D= 2 Ft. — S-Ditch Slope pose
Geolatile rill IeJ Max.d- 1.5 Ft. STA.42+70-YI-ILTI
Min.D- 3.0 Ft.t. 'Ep-ai (I TI) UNLESS ALL SIGNATURES COMPLETED
6= 20 Ft. STA.47+85-Yl- L
DOCUMENT NOT CONSIDERED FINAL
Max.3.0 2.5 F. Type of Liner- Class'B'Rip-Rap STA.72+28-Y1-L
Type of Liner= Class I Rip-Rap B- 3.0 F. STA. 1)-(LT)
FROM STA.22+25 TO STA.26+50-L-(LT) STA.14+50+45-Y1RPB-L
FROM STA.90+00 TO STA.90+75-L-(RT) STA.15+85-Y1RPB-L
FROM STA.90+00 TO STA.90+75-L-(RT) STA.15+85-YI RPB-
DETAIL 20
EXIST OUTLET CHANNEL IMPROVEMENTS
DETAIL 19 f GROUND (Not to Scale) DETAIL 21 DETAIL 22
FALSE SUMP INLET CHANNEL IMPROVEMENTS CHANNEL CHANGE
Outside Ditch (Not to Scale) n 6'X 7'RCBC(BURIED 1') (Nal 10 Scale) (Not to Scala)
�11P� EXIST noPe"d G und�
TraNi<Flow I_ T - nl Slope e ' I "'1 2 f— �"II -- GROUNE 6'X 9'RCBC(BURIED 1.5') -Grao rind .;/ - /--
KEYED-IN ON ,
GI BANKS ONLY _ INSTALL 2.0'OF MY
- CLASS II RIP RAP l°im� - WM-A U u �Ra.r.cFann.l
S-Ditch Slope 4 Proposed Ditch GEOTEMILE 1.0. TO THE GREATER KEYED-IN ON m Min.D- 1.5 H.
OF THE EXISTING BANKS ONLY _-'S Max.d- 2 H.
STA.18+10-Y1RPD-(LT) COUNTERSUNK B RIP RAPT RIP RAP 1.0' 1 __ - 1T�\ Type of Liner- Glass'B'and Glass'I'Rip Rap B= 5 H.
STA.16+65-Y1RPD-(LT) W/CLASS B RIP TO FILL VOIDS TOP OF BANK I 1 0,INSTALL TO'THEOF CLASS II
STA.16+65-Y1RPD-(LT) RIP RAP TO GREATER FROM STA.98+00 TO STA.98+65-L-(RT)
OF THE EXISTING TOP OF
DETAIL 23 STA.22+20-L-(LT) GEOTEXTILE BANK
a STANDARD S'DITCH DETAIL 24 STA.58+75-Y1-(LT)
SPECIAL LATERAL'V'DITCH
Natural Natural (Nat to Scale)
d
Ground 3.7 D ,5T Grown
I D
GeoteHile Natural A.N oX Fill
Min.O= 1.0 H. Ground 3.y QXa�al Slope
D
Type of Liner= Class'B'Rip-Rap Max.d= 1.0 Ft.
STA.22+00-Y1RPB-(LT) Min.D= 1.0 Ft.
DETAIL 25 FROM STA.80+50 TO STA.82+30-L-(LT)
cam..Pw...
exw SPECIAL BACK OF CURB CUT DITCH - ham. ,e *0 't,
(NOT TO SCALE)
NATURAL t✓O ' --- ,4 !v:
GROUND �.�Mll--`\ wtat L�L Y`J�x :l _--��. x `a ew ewwoJ 9r j d
�., . .._� r+r M PALL q i,
Min.D=1.0 Ff. Im r'I •'e 1
n.
�� - ..�_— LNs.xs.wx SECTION B-B
FROM STA.82+30 TO STA.85+90-L-(LT) wiz, ` �■/��' - nrl.P,2... ,PILLLLLL.
DETAIL 26 .... M `-
- INLET/OUTLET CHANNEL IMPROVEMENTS
(Not to Scale) .•w•...a (!.Taal as a r P
EXISTING 2 @ 96'CMP B ...,.. . x.w:L: n . x
2 @ 10'X 10'RCBC BURIED 1' PLAN VIEW
EXIST 13'WIDE CHANNEL MEASURED
GROUND UPSTRFAMOOWNSTREAM
�1i I,,` ,1111 n..w. ALL aaaFrae Aas..Iwxr..Ts
INSTALL 2.0'OF CLASS II Ins Purer R; `•:ieaoii:nn oLu'ew:N
KEYED-IN ON 1 \ RIP RAP TO THE GREATER - ...wane ES Masan,, M
BANKS ONLY 21 OF THE EXISTING TOP OF NA.-t♦."t.._ .-_-_
GEOTEXOLE BANK '- , ___
1'SILL FLOODPLAIN BENCH COMPRISED OF awnvrsu, .- h�'�•'� SPECIAL DOUTLET PROTECTION
CLASS II RIP RAP,FILL VOIDS WITH ma
I L..r:1"
nn w w.n
CLASS I RIP RAP AS NEEDED •^n w
0 91+00-L- SECTION A-A *P..��.P.os

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CIASS I RIP RAP COUNTERSUNK 1'�
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3 SEE DETAIL 20 SHEET 20.2 '1 4 l /
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SNEER NO
NI Kimley*Hor i PROJECT t.LFFERENCEN T.Z.Z.
PSHEIEf Io DRAWING 11,1Tmfg. .L.2.,
DOCUMENT NOT CONSIDERED FINAL
SITE 1 A /1 B - CULVERT EXTENSION UNLESS
ALL
SIGNATURES COMPLETED
200 1'0 1.0 5. n 5. 1.0 1'0 200 210 300 310 400 4'0 500 5'0 600 6'0 7,,0 7'0 8 0
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OF CULVERT EXTENSIONS OF CULVERT EXTENSIONS
6.0' 06 -' NOTE:NATIVE BED MATERIAL SHALL BE PLACED IN THE PROPOSED CULVERT
1 0,_t f STREAM BED EXTENSIONS BETWEEN SILLS.NATIVE MATERIALS CONSISTS OF MATERIAL THAT
(TYP)
ELEVATION IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE
DURING CULVERT CONSTRUCTION.RIP RAP MAY BE USED TO SUPPLEMENT THE
NATIVE MATERIAL.IF RIP RAP IS USED,THE NATIVE MATERIAL SHOULD BE PLACED
I ON TOP TO FACILITATE ANIMAL PASSAGE.THE TOP SURFACE OF THE NATURAL
_____1 STREAM BED MATERIAL SHALL BE PLACED AND LEVELED TO A FLAT SURFACE TO
ALLOW FOR ANIMAL PASSAGE.NATIVE MATERIAL AND RIP RAP ARE SUBJECT TO
2.0'SILL 1.0'SILL APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
2.0 ATD'S END
FLOW TYP FLOW
SILLS DETAIL

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SEE DETAIL WSHEET 2D 2
/ I. SITE 3
DETAIL 16
__--/
SPECIAL LATERAL BASE DITCH DETAIL 24
/- DETAIL 25
SPECIAL LATERAL'V DITCH
lANAI (Natio Scale) SPECIAL BACK OF CURB CUT DITCH
Ground y
„400 A 0, GII INOT TO SCALE)
... 9 Ga.
fl
. . 1
Natural _t_ pr\.,.'''.. Fill
Ground (.7., D Min.D= 3.0 Ft.
73. -s.1\ ---- - 0%WOLK
Max.d= 2.5 Ft.
IMM
Min.0=1.0 Ft.Type of Liner= Class I Rip-Rop
Min.D= 1.0 N. SEE SHEET 19 FOR-L-PROFILE
FROM STA.83+50 TO STA.85+75-L-(RT)
FROM STA.90+00 TO STA. + SEE SHEET 29 FORDRW2.DRW3-
FROM STA.80+50 TO STA.82+30-L-(LT)
9075-L-(RT) FROM STA.82+30 TO STA.85+90-L-(LT) AND-DR04-PROFILES

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DETAIL 16 c1 _j5/
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DETAIL 25
SPECIAL LATERAL'V'DITCH
I NWro Scale) SPECIAL BACK OF CURB CUT DITCH
Ground R••7 D F\ et n,il (NOT TO SCALE)
Geamnile f.....
Natural 0 a t Fill GR NATOUUND
RAL-
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Max.d= 2.5 H. `?'I ,51 ®em.P.CO.
B= 3.0 F. _-_ --
Type of Liner= Clam I Rip-Rap Min.0=1.0 Ft.
Min.D= 1.0 H.
FROM STA.83+50 TO STA.85+75-L-(RT) SEE SHEET 19 FOR-L-PROFILE
FROM STA.90+00 TO STA.90+75-L-(RT) SEE SHEET 29 FOR-ORl2-.-DRy3
FROM STA.82+30 TO STA.85+90-L-(LT) -
FROM STA.80+50 TO STA.82+30-L-(LT) (T) AND-OFW4-PROFILES

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PLAN VIEW CROSS SECTION NOTE:FOR CUT CONDITION,USE CLASS II RIP RAP FLOODPLAIN BENCH BORDER
��� r 10.0' I 10.0' , WITH NATURAL GROUND COVERED WITH COIR FIBER MAT INSIDE BORDER.IN
} FILL CONDITION,USE CLASS II RIP RAP FILL THROUGHOUT WITH NATIVE BED
1.0'J II STREAM BED MATERIAL FILLING THE VOIDS ON TOP.
(TYP) ELEVATION
NOTE:NATIVE BED MATERIAL SHALL BE PLACED BETWEEN THE SILLS IN THE LOW FLOW CULVERT.
NATIVE MATERIALS CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR
FLOODPLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION.RIP RAP MAY BE USED TO
T1 SUPPLEMENT THE NATIVE MATERIAL.IF RIP RAP IS USED,THE NATIVE MATERIAL SHOULD BE PLACED
2.0'SILL 1.0'SILL ON TOP TO FACILITATE ANIMAL PASSAGE.THE TOP SURFACE OF THE NATURAL STREAM BED
1 t2.0' FLOW MATERIAL SHALL BE PLACED AND LEVELED TO A FLAT SURFACE TO ALLOW FOR ANIMAL PASSAGE.
FLOW TYP THE HIGH FLOW BARRELS SHALL BE BACK FILLED WITH NATIVE MATERIAL AND/OR RIP RAP.NATIVE
MATERIAL AND RIP RAP ARE SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO
SILLS DETAIL PERMIT CONDITIONS.

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)_
IA 58+66/59+59-Y1-(LT) 1 @ 6'x 9'RCBC Extension <0.01 25
58+66/59+59-V1-(LT) Channel Improvements <0.01 0.02 31 82
1B 21+97/25+90-L-(RT) 1 @ 6'x 7'RCBC Extension 0.09 522
21+97/25+90-L-(RT) Channel Improvements <0.01 <0.01 20 20
2A 83+40/85+80-L-(RT) Roadway Fill <0.01 <0.01 0.02 <0.01 233 10
2B 86+38/86+80-L-(RT) 66"RCP <0.01 24
Channel Improvements <0.01 <0.01 25 10
2C 89+96/90+79-L-(RT) Roadway Fill <0.01 <0.01 82 10
3 83+60/84+62-L-(RT) Roadway Fill <0.01 <0.01
4A 90+74/91+16-L-(LT) 2 @ 10'x 10'RCBC 0.02 61
Channel Improvements <0.01 0.01 30 28
4B 90+59/91+00-L-(RT) Channel Improvements 0.01 <0.01 35 19
5 91+60/92+06-L-(LT) Roadway Fill <0.01 0.01
6A 96+98/98+87-L-(RT) 48"RCP 0.01 122
Channel Change <0.01 <0.01 70 22
Roadway Fill 0.09
6B 95+22/96+53-L-(LT) 54"RCP <0.01 82
Channel Improvements <0.01 <0.01 10 65
TOTALS*: 0.09 <0.01 0.01 0.21 0.04 1372 266 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
03/06/2020
FORSYTH
U-5760
46381.1.1
Revieea 2018 Feb SHEET 27 OF 27

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: NCDOT,Div.9 Action ID:SAW 2016-01337
Project Name:TIP U-5760_Big Mill Farm Rd wid.ext_Hopkins Rd wid._new interch. County: Forsyth
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District 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 verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin:03040101,Yadkin River Basin
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
1,372 0.11
*If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin:Choose the 8-digit HUC
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
2,744 0.22
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks,also list the specific site. For NCDMS,list NCDMS. If the NCDMS
acceptance letter identifies a specific site,also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document(see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District,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 Date July 7, 2020

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 District 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 District 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. When NCDMS provides mitigation 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 NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District 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 District
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 District, the Sponsor must obtain case-by-case approval from the District 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 District administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office,3331 Heritage Trade Drive,Suite 105, Wake Forest,NC 27587(or by email to [e-mail]).
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Eric Alsmeyer
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive,Suite 105
Wake Forest, NC 27587
Email: [e-mail]
Eric C.Alsmeyer 2020.07.29 12:47:34
-04 00 July 29,2020
Wilmington District 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