2019-00578 RGP 50 Tearsheet

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00578 County: Rockingham U.S.G.S. Quad: NC-Mavodan
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: NCDOT
Attn: Jerry Parker
Address: 1584 Yancevville Street
Greensboro, NC 27415-4996
Size (acres) —6.9 Nearest Town Mavodan
Nearest Waterway UT to Dan River River Basin Roanoke
USGS HUC 03010103 Coordinates 36.416657,-79.938151
Location description: The proiect area is located at the existing US Highway 220 interchange with US Highway 311/NC
Highway 135, near Mavodan, Rockingham County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 234 linear feet
(0.02 acre) of stream channel (227 linear feet [0.02 acre] of which is considered a permanent loss of waters) and 0.02 acre of
wetlands, and the temporary discharge of fill material into 101 linear feet (0.01 acre) of stream channel. These activities,
including culvert extensions, fill, bank stabilization, and associated activities, are necessary to construct NCDOT TIP I-5898.
improvements to US Highwav 220 at the US Highwav 311/NC Highwav 135 interchange.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit 50 - NCDOT - Bridges, Road Widenings, and Interchanges
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 1/11/2022, additional information submitted via email on 6/29 and 8/7/2022, and
the enclosed plans Permit Drawing Sheets 1 through 10. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
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 David E. Bailey at [phone] or David.E.Bailey2*usace.army.mil.
Date: 2022.08.23 16:09:15
Corps Regulatory Official:-04'00' Date: 08/23/2022
Expiration Date of Verification: 5/25/2025

SAW-2019-00578
SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.
2. The U.S. Fish and Wildlife Service's (USFWS's) Programmatic Biological Opinion (PBO) titled,
"NCDOT Program Effects on the Northern Long-eared Bat in Divisions 1-8", dated November 6,
2020, contains agreed upon conservation measures for the NLEB. As noted in the PBO,
applicability of these conservation measures varies depending on the location of the project. Your
authorization under this Department of the Army permit is conditional upon your compliance
with all applicable agreed upon conservation measures in the PBO, which are incorporated by
reference in this permit. Failure to comply with the applicable these conservation measures would
constitute non-compliance with your Department of the Army permit. The USFWS is the
appropriate authority to determine compliance with the terms and conditions of its PBO, and with
the ESA.
Corps Regulatory Official:
.,, - 6/,-4' Date: 2022.08.23 16:08:55-04'00'
Expiration Date of Verification: 5/25/2025
Date: 08/23/2022
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 https://re ug latory.ops.usace.g.M.mil/customer-service-survey.
Copy furnished:
Ryan Conchilla, NCDEQ-DWR, 1617 Mail Service Center, Raleigh, NC 27699-1617
Ray Bode, JMT, 1130 Situs Court, Suite 200, Raleigh, NC 27606

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: NCDOT, Attn: Jerry Parker Action ID: SAW-2019-00578
Project Name: NCDOT / 1-5898 / improve US 220 at NC 135 Interchange / Bridge 74 County: Rockingham
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: 03010103, Roanoke River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
227
*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: 03010103, Roanoke River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
227
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 Sponsorfails 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 Version 10 June 2020 updated

CESAW-RG (File Number, SAW-2019-00578)
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: A letter from NCDMS, confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 12/30/2021 was included with the preconstruction notification.
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]. mil).
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Date: 2022.08.23
16:08:30-04'00' 08/23/2022
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.

[I�;fl�1'i1y'
�turl A�lp'Ir
North Carolina Department of Transportation
Highway Stormwater Program ytM,
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021)
FOR NCDOT PROJECTS
WBS Element: 46860.1.1
TIP/Prof No: 1-5898 Count ies : Rockingham Page 1 of 1
General Project Information
WBS Element:
46860.1.1 ITIP Number: 1-5898 Project Type: Roadway Widening Date: 11/19/2021
NCDOT Contact:
Galen Call, PE
Contractor/ Desi ner:
MI Engineering
Address:
1590 Mail Service Center
Address:
1011 Schaub Dr
Raleigh, NC 27699-1590
Suite 100
Raleigh, INC 27606
Phone:
919-707-6711
Phone:
919-851-6606
Email:
[e-mail]
Email:
khefner mi-en ineers.com
City/Town:
Ma odan
Count ies :
Rockin ham
River Basins :
Roanoke
I CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.51 Surrounding Land Use: Commercial/Business along alignment, Woods North/South of project
Mli Proposed Project
Existing Site
Project Built -Upon Area ac.
6.9 lac.
5.4 lac.
Typical Cross Section Description:
Y Line - 2 to 3 12'-14' lanes w/ curb and gutter & Concrete Median
Y Line - 2 to 3 10'-12' lanes w/ curb and gutter & Concrete Median
Ramps A, B, C, D - 12'-14' lanes w/ open shoulder
Ramps A, B, C, D - 10'-12' lanes w/ open shoulder
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 20,600 1 Year: 2045
I Existing: 16,000 Year: 2017
General Project Narrative:
The project consists of the widening of NC-135 from West of the US-220/311 interchange to East of US-220/311 interchange from 2 lanes in each direction to 2-3 lanes in each
(Description of Minimization of Water
direction with independent turn lanes into commercial business and highway. Bridge 780074 will be replaced along the project corridor and 4 access ramps will be upgraded on/from
Quality Impacts)
US-220/311. The proposed stormwater runoff from the roadway widening has been conveyed to roadside ditches and storm drainage systems via curb and gutter that drain to
existing ouffalls.
Minimization efforts were made to reduce potential impacts to Wetlands and Surface Waters. Pipe Networks were utilized to preserve stream flow in areas where existing
Jurisdictional Streams are impacted by proposed roadway design and fill. 2:1 roadway slopes are used to reduce permanent fill encroaching into existing Jursidictional Streams.

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STATE OF NORTH CAROLINA
DIVISION OF H11"'HWAYS
OCI<INGHAM
COUNTY
LOCATION: US 135 FROM WEST OF SR 2177 (DAN VALLEY RD.) TO
EAST OF SR 2271 (SHADE RD.) AND SR 2283 (COMMERCE
TYPE OF WORD: GRADING, PA VIND INA GE,
STRUCTURE AND UL VERTS
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220
3 11
11
BEGIN CONSTRUCTION
—RAMP D— STA. 10 + 00.00
A,�
1 END TIP PROJECT 1-5898
MAYODAN MUNICIPAL BOUNDARIES
;,;%' -Y- POT STA. 133 + 10.00
BEGIN CONSTRUCTION
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BEGIN TIP PROJECT 1-5898
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— THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF MAYODAN. J
— CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11.
— THIS IS A FULL & PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN
GRAPHIC SCALES
50 25 0 50 700
i I i I I� I, �
PLANS
50 25 0 50 700
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2017
= 16,000
ADT 2045
= 201600
K
= 11 %
D
= 55 %
T
= 3 %
V
= 40 MPH
* TTST
=1 % DUAL 2 %
FUNC
CLASS =
RURAL MINOR
ARTERIAL
STATEWIDE
TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 1-5898
LENGTH BRIDGE TIP PROJECT 1-5898
TOTAL LENGTH OF TIP PROJECT 1-5898
NCDOT POINT OF CONTACT:
BRIAN KETNER, PE
PROJECT ENGINEER
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STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
1-5898
1
STATE PROJ. NO.
F. A. PROD. NO.
DESCRIPTION
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WETLAND AND SURFACE WATER IMPACTS PERMIT
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END BRIDGE
—Y— STA. 120 + 52
BEGIN CONSTRUCTION
—RAMP C— STA. 10 + 00.0
Prepored in the Office of:
/FYIV'� JOHNSON, MIRMIRAN, & THOMPSON, INC.
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1130 Situs Court, Suite 200, Raleigh NC, 27606
2018 STANDARD SPECIFICATIONS
PRODUCTION
RIGHT OF WAY DATE: ENRICO A. ROQUE, PE
F E B RUARY 17, 2 02 0 PROJECT ENGINEER
PRODUCTION
LETTING DATE: CHARLES R. BARBOUR, PE
S E PT E M B E R 15, 2020 PROJECT DESIGN ENGINEER
HYDRA ULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
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PROJECT REFERENCE NO.
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\ \\�\ \ \ �, \ I \1 _ �l7 42 02.1 (LT) v \ \\ �DOCUMENT NOT CONSIDERED FINAL
✓., \ . � /UNLESS ALL SIGNATURES COMPLETED
T- BEGI L\'\ kRO ECT TIP I-5898 _\ L 432.5/33.2 _ � _ -23:2� / r _ /_ / z
6�° \ _ _ \ \ T = 217.99" i/18.03'
\ \ \ \ 690 Y NCPS S\TA. 1 Q6 + 00. 00 _�� \\ \ \ _ 1,400.00 R J 1,400.00 / _ - —
�L\�' e = 0.040\/ �/ e = 0.040 I /�\\/� \
RO - 168' RO✓ - 132' / \ o \ _ (� \ \\ \\ �� / —
\ DS = 40mph / p•S - 40mpp�i \\ \ °� ��%
�O�\\ \\\ \ 1 \\ \ \\ \� Q ' �\ \ O
\ 414 ` \ \ \ \I \ \ \ \ \ ° \ _Y -NC 11,35/7 US 3// POT STA ll0 +50.33 \\ \ \ ll I \ \\
oo f \ \ \ \ \ 1 69\ \ \ Y� � SR 217��DAN V ALLEY ROAD) POT STA. /0 +00.00 \\ BST \``'\ \ I I _ � /moo \ \� � � S 2—
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l/ al1 III o' \ 50' loo' �50' \ III I I ( I ( I / \ I I I \ Y/2L POT /SI// 25.00 I
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15,975
21,904
1,550
/,875
NC l35 /3,750 �
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15,893
3,02
20,436 US 311
r_ 100
3,954
8,100
21,675
29,604
2024 ADT
2044 ADT US
220
Pls
Sto 134+76.29
Os
= 4° l0' 35.5"
Ls
= 537.50'
LT
= 225.06"
ST
= 112.56'
-RP A -
�w �_ Prepared in the Office of: PROJECT REFERENCE NO. SHEET NO.
Pl Sto 112 +91.1 / „ PI Sto ll6 +23.66 PERMIT DRAWING m ,�' OHNSON MIRMIRAN & THOMPSON INC. l -5898 05
17 42' 02.1 (LT) A = 9 38 /7.5 (RT) �� �111� �®
D = 4° 05' 33.2" D = 4° 05' 33.2' 0 SHEET 4 OF 10 1130 Situs Court, Suite 200, Raleigh NC, 27606 SHEET NO.
L = 432.51' L _ 235.5/; s���a�P� / / S ROADWAY DESIGN HYDRAULICS
s
T = 2/7.99' T - 1/ .03 , ' 50' 0' 50' 100, 150' ENGINEER ENGINEER
R = 1,400.00" R = I, 00.00' ����' �' Y��/� F F DENOTES IN DENOTES IMPACTS IN
SURFACE WATER
e = 0.040 e = 0 40 X GRAPHIC SCALE INCOMPLE E PLAINS
O
DENOTES EXCAVATION
RO = 168' RO = 132' J���F ' Q���i' O �� IN WETLAND DENOTES TEMPORARY /l//,�l ® ®� ��� ®� ACQUISITION
DS = 40m h DS 40m h �`�'� p��`ya��� �%�°� IMPACTS IN SURFACE WATER C/y
CL B RIP RAP� EST 2 TONS // / / T�' % �� S 0°O D 7 SY GEOTEXTiLE f0
,� ,' C�
�/4/ 1 �EEl
+ GREU DOCUMENT NOT CONSIDERED FINAL
/
- L- (Existing) / a/,' � TL-3 °O'`/ SPECI / TERA� ' DITCH S`
SEE All. 05A If UNLESS ALL SIGNATURES COMPLETED
/y ST r �
PI Sto 143+32.55 Pls Sto l5/+40.69
0 = 35° 37' 29.5" (RT) 6s = 4° /0' 35.5" i / / '' l/ / / / T OJ`3S�
D = 2` 28' 29.9" Ls = 337.50' C ��QQ // / / / / O o \ � I 24Q CPAV E AL AT L A E DITCH
L = 1,439.40' LT = 225.06 �°�� / / ,' O //a SEE DE AI P�05E/
T = 743.82' ST = 112.56' / / �cA / STA BEGIN 5 S0 -RpA- Rt / / CD
// �
/ . // / Cl 5/ US3/1 POT STA 122 96.53
LATE\E EL ' DITCH i/� 2G1 / / / D I' c // �� v Q v
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S.TAIL 05B /
_ P -SPECIAL LATE L V DITCH
DETAIL D / l l/ /-� -P N 135/ US311 POT STA 122+ :93
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m B P l
P�Q N l l l /l - - l t 1 + I / � / 20 0, �a/MH �� 62 p C Z?s HC
Z ��PJ o� / / o / / S S a. 32 5.23 / O � Q c s8
Pl Sto 17+19.25 / �� 11 ��/ /l�� y/ l
A = 33 54' 56.0" (LT) J�' // /��' 17 / / L - US 220 POT Sto. l3/ +7 :78 = ?
D = 22° 55' 05.9" � SEE
LATERAL BL E DITCH ® / - / /- / / � � / - + / Q
O / R A PC Sto. 16+43. Y NC l35/US 3/l T St ll9 6 . 5 8
L = 147.98ROCKINGHAM COUNTY SCHOOLS lr / _ _ // / //
T - 76.231/ / Y NC135/ US l POT ST l 6�`50/ / l END USE WALL RT
R = 250.00' = DB 764 PG 591 / -RP A- POT S A 17+59. , / / l // -L- STA. 133+12.60
CONVERT TO JB w/MH AND �.' /
e = 0.040 ADD PIPE STUB -OUT C
BG / END USE WALL LT
RO = 76 - - - - 6+68.5 / l
DS = 60mph 80.00 LT 80.00 LT A- Rt / I -L- SPA. 152 +33.59 4.5' 11 / l�=` / l l / F CAT-1 B� / H N - Q
/ / / / / l q8„ 8 8 L
ADJ .-- �S3f1-P6T A 116 .26 l l y/ �l // "�
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0o� -RP A- POT STA l7+ l 11p �/ �/ TYPE III SEE DETAIL 05F a /� , �� Q 4T Q
48" 8 C •• + CR TYPE III /Q �p CAT-1 / Rcp C / C F N1y o
/ R RE VE -Y - PT Sta. 117 +41.13 / 11 l
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i
STA_ 18+. Rp� BEGIN USE WALL LT l ��' l l/l -� / V
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NSON & CASE INC �� / I L- STA 130+52.9174.5 T l II 11 / / l l/ / O 614 `oLY
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/ / / X v DB 1341PG 2349 z 7 CL B RIP RAP"II I I -Y- NC135/ US3/l POT STA 11 4 .2 / y l
PB 77 PG 55 o O EST 2 TON I / /
_P 63 ,'PG _44-- 7 SY GEOTEXWfI E I I/ . i I� -RP B- POT STA l9 62.16 ti l -Y- NC135 US3/l POT STA 122+89.13
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6 3.4 3 RT \ I H , I m -Y- NC135/ US31/ OT STA �6+31. II �� l _ / �� // / DB 1500 PG 18
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o 11= I I RP B POT ST 19+32.02�1/ o/ �� DB 1495 PG 277 °
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0",NOTE:
8 C&C,} / II Y�o I ` of w i II`� 1 / a THE PROPOSED T PORARY IMPACT \J� / y�Z i l
I WILL BE FROM ND INSTALLATION / q, // \ B, / H
c� __ i W / RETAIN OF SILT FENCE. OPOSED ACTIVITIES
4_11i�' / / 111fff /
� SYSTEM WILL INVOLVE OOT TRAFFIC ONLY
o �° AND NO HINERY WILL ENTER THE / ,� �� �� t? ,
�18°C&G -III / GREU TL-3
�sJURISDICT AL LIMITS. ANY CHANGE / i �e�o� � - l
N z�HDPE I I l / /l �/ II / TO CHA NEL GEOMETRY AND/OR �,
E m} RETAIN SYSTE / / �II VEGET TION WILL BE RESTORED BY Pi N 8 0 \ i
/j/% HAN ONCE INSTALLATION OF SILT 829,
/�' ��� m I _ / / /� SRETAIN YSTEM FE EIS COMPLETE. RIPRAP WILL BE 26S 9� 6°
F
/ / / 1 ALLED ON THE SLOPE BY MACH ��,�
/ F OM THE WORK SIDE OF SILT F"
SEES U STA. / � F a / // / /II / D NO IMPACT TO STREAM / �} MCMICHAEL MILLS INC.
HEET 0,5 00°00 \\ / y� II l PROPOSED FROM THIS ACTIVI ./ / DB 1369 PG 128
/ \\ /
-� '��T // / / / /
RETAIN4.
/ oo
cb • / �/ SYSTEM 27
° �0 3' 00.5" (LT)
49 /5.3 \
L - 359.92 y�
F / T = 182.77' n `
S� R = 840.00
00 O )4 S e = 0.040
�� V OOO �� �� / / SEE OTE RO = 88'
QD O
J �o S� � � DS = 60mph
-%A
a �� / \ C / ROCK PLATING W/CL II RIP RAP SEE SHEET 09 FOR -Y- PROFILE
STA 15 + 50 - 16 + 50 RpC Rt.
SEE SHEET 11 FOR -RPA- PROFILE
SEE SHEET 11 FOR -RPB- PROFILE
N�
CD -0 0 0
z�
Qz�
oo �
SEE
SHEET
12
FOR
-RPC- PROFILE
SEE
SHEET
12
FOR
-RPD- PROFILE
SEE
SHEET
14
FOR
-L- PROFILE
SEE
SHEET
15
FOR
-WALL- PROFILE
XXO
/ o PAVEMENT TO BE REMOVED
O

to
Z
0
w
-% - PROJECT REFERENCE NO. SHEET NO.
CT ` I US 22-Z -& -NCL35 Z� US 311 \_ ( �� ffil
Prepared in the Office ofo
Pl\St0 112 +gl•ll Pl S o- 116 +23.66 J � PERMIT D RAW I N G 11p , OHNSON MIRMIRAN & THOMPSON INC. _ 1=5898_05US 220 l7 42' 02.1 (LT) �= 9°38 /7.5 (RT)/ ��` �FI o
� � \ � � „ � � � RAW SHEET NO.
\ 15,904 / \ \ 4° 05' 33.2" D = 4 05 33.2 �� SHEET 5 OF 10 1130 Situs Court, Suite 200, Raleigh NC, 27606
ROADWAY DESIGN HYDRAULICS
/_----- `�LIL 4\32.5%r� L = 235.5/', R_ �P� /i/ , s�s�`
- ✓ 1,550 /,875 1 / \ �� -\ 2/7�9J T = - ll •eJ ' oo�� ,' , ,� '9 �� DENOTES FILL IN 50' 0' 50' 100, 150' ENGINEER ENGINEER
_Y_ 75 \ Z /�\ , `f, 00.00 - = 1, 00.00 / �� WETLAND DENOTES IMPACTS IN
/ , SURFACE WATER
C� 13,750 � 17,150 ,-Y� 1 / = 4 -. �Q / / 1,� S x GRAPHIC SCALE
NC l35 J5,89 G US ll 1,"Z \_ 0 e 0 0 �� ,/// 6Q , \ ��T�® ��� ��,AI�T�
\ - - ^ \ ' RO = l32' ��0� //%� QG Lam' / / O DENOTES EXCAVATION nn� DO NOT USE FOR % W ACQUIISITIION
- [� / J 0 IN WETLAND DENOTES TEMPORARY
- J 3,954 8,lOCs ( \</� DS 40mph �` // p ��;�� // / ��OO IMPACTS IN SURFACE WATER
/ "
CL B U
_ \ _ -RAP�S
EST2 TONS
2/ 675 _7-,SY GEOTEXT(LE/ OO 0 �O
�
D \
6a5 / 2604 S
24 9f
2044 ADT \ US�29 - - , - - \ \ / \\ \ \ ///� ,' G� % ✓ / 9
\ �- I I 1 \ \\\ \ Q� _/ TC/ /� • /� I�l/ �l//ll / DOCUMENT NOT CONSIDERED FINAL
f ✓ / °� \\ ' '' RA DITCH / I S� /\ ti / I I Il 111/l /
_ - - L- (Existing) SEE IL 05A / - ' i ST 111 1 I II / /// . UNLESS ALL SIGNATURES COMPLETED
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Pls Sta_134+16.29 - -- - PI Sta 143+32.55 _ _ Pls Sta 151 +46. \\ \\\ a - _ /i�f/ %
• _ • _ ,. - - � • \\\ \\ ,,
-8s = 4 /0 35.5 = 3 37 29.5 (RT) �s = 4 /0 35 �5'`\ \ \� \� /ib��/// ' / /i / / // I / / I _� �% �` �� I I I ll� /► 111
' D = 2° 28' 29.9" Ls� = 337.50' \ \\ e Q / //�/' (, / �/ / - / , - / % /'� / / 0� - J \ I 2 ¢� `i 1 N / 111 lll� /
Ls 537.50 I \ , / / / / / I I / O /: ��k(�-���1 / l I �L RAL ASE D�CH
LT = 225.06' L = 1,439.40' LT = -225.06� \ \� \� /i/ ,' i // / / / I / b / I /� �// O / / / / /// .// //a I / CIE AI �05E
-- , �/ ,' / o / / BEGIN SB / l y I / / / I/ llllllll I / / % m
- f156 _ _ T = 743.82 _ ST = 112.56\\ \ \ \ , / / ��, / b STA 15 + 0 -IAA J
US3/1 POT STA 122+96.5,3 / I I II / I co // / ,1 //P / / 4
- IIII • a y � 1 z
/TST A 21+t5.85 LATE DITCH
05E
\�T% SPECIAL LATE + I I I I I01
I `°
,d5/ US31/ POT STA 122
_ J15"
T_ STA 2/+45.08e �363 °jp� Ca qNC
/.2360 �2S-RP A 4 S;132+5
-- + _-;'
Pt §te-17 /9.25 --680
0 33 5 56.0 L - / / / I/ US 20 P T Sta. l3/+7 .78
• ,� - - L��TERAL� �1TH ® _/
D -22 55 059 _ / �- --SEE- i / / -R / A- PC Sta.l /61-43. / � NC / 5/US 311 T St
L = 147.98 - - - ' \ / / /III /o
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NOR YLVAR

WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
S1
-Y- 111+31 To 111+63 LT
Roadway Fill
< 0.01
30
S2
-Y- 111+31 To 111+63 LT
54in RCP w/ HW
< 0.01
16
W 1
-RP D- 17+21 to 18+15 LT
Roadside Ditch
< 0.01
W2
-RP D- 17+21 to 18+15 LT
Roadside Ditch
< 0.01
S3
-RP D- 19+18 to 21+03 LT
30in RCP
0.02
211
S4
-RP C- 10+00 to 18+69 RT
Rip Rap Outlet Stabilization
< 0.01
< 0.01
7
5
S5
-RP C- 14+90 to 15+56 RT
Roadway Fill
< 0.01
66
TOTALS:
< 0.01
< 0.01
0.02
< 0.01
234
101
0
*Rounded totals are sum of actual impacts
NOTES:
S5: THE PROPOSED TEMPORARY IMPACT WILL BE FROM HAND INSTALLATION OF SILT FENCE. PROPOSED ACTIVITIES
WILL INVOLVE FOOT TRAFFIC ONLY AND NO MACHINERY WILL ENTER THE JURISDICTIONAL LIMITS. ANY CHANGE
TO CHANNEL GEOMETRY AND/OR VEGETATION WILL BE RESTORED BY HAND ONCE INSTALLATION OF SILT
FENCE IS COMPLETE. RIPRAP WILL BE INSTALLED ON THE SLOPE BY MACHINE FROM THE WORK SIDE OF SILT FENCE
AND NO IMPACT TO STREAM IS PROPOSED FROM THIS ACTIVITY.
2018 Feb

Action ID Number: SAW-2019-00578 County: Rockingham
Permittee: NCDOT (Attn: Jerry Parker)
Project Name: NCDOT / I-5898 / improve US 220 at NC 135 Interchange / Bridge 74
Date Verification Issued: 08/23/2022
Project Manager: David E. Bailey
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: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

SAW-2019-00578
A. Determination of Jurisdiction:
❑ There are waters, including wetlands on the above described project area that may be subject to Section 404 of the Clean Water
Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). This determination may be relied upon for a period not to exceed five years from the date of this notification, provided
there is no change in law or our published regulations or new information that warrants revision of this determination.
3. ❑ There are waters, including wetlands within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). This determination may be relied upon for a period not to exceed
five years from the date of this notification, provided there is no change in law or our published regulations or new information
that warrants revision of this determination.
4. A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may
request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ® The jurisdictional areas within the above -described project area have been identified under a previous action. Please
reference jurisdictional determination issued 8/12/2021. Action ID: SAW-2019-00578.