2019-00831 NWP 3 Tearsheet - Re-verification.pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00831 County: Rockingham U.S.G.S. Quad: NC -Reidsville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: NCDOT Division 7
Attn: Wright Archer III, PE
Address: PO Box 14996
Greensboro, NC 27415-4996
Size (acres) —18 Nearest Town Reidsville
Nearest Waterway Wolf Island Creek River Basin Roanoke
USGS HUC 03010103 Coordinates 36.37237,-79.685748
Location description: The project area is located at Bridge No. 239 on SR 1998 (Wentworth Street) over Wolf Island Creek in
Reidsville, Rockingham County, North Carolina.
Description of projects area and activity: This verification authorizes the discharge of clean fill material associated with removal
of an existing bridge (Bridge 239 on SR 1998). The project includes permanent impacts to <0.01 acre (54 linear feet) of stream
channel (bank stabilization) and temporary impacts to 0.01 acre (65 linear feet) of stream channel. The proiect also requires
hand clearing in 0.01 acre of riparian non-riverine wetlands.
Applicable Law(s): 0 Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 3. Maintenance
"Remarks: This verification is a re -authorizes of NWP 3, originally verified for use on 7/28/2021 (now expired).
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 10/6/2022, and the enclosed plans "Wetland and Surface Water Impacts Permit",
Permit Drawing Sheets 1 through 5. 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 (LAMA), 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(a,usace.army.mil.
Date: 2022.11.18 07:42:57-05'00'
Corps Regulatory Official: Date: 11/18/2022
Expiration Date of Verification: 3/14/2026

SAW-2019-00831
SPECIAL CONDITIONS
1. Historic Properties (MOA): The Permittee shall fully implement the Memorandum of Agreement
between the Permittee, the North Carolina State Historic Preservation Officer and the U.S. Army
Corps of Engineers, Wilmington District, dated October 2, 2019, which is incorporated herein by
reference.
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.
3. The USFWS's Programmatic Biological/Conference Opinion (PBO/PCO) titled "Bridge and
Culvert Replacements/Repairs/Rehabilitations in Eastern North Carolina, NCDOT Divisions 1-
8)," dated September 11, 2019, contains mandatory terms and conditions to implement the
reasonable and prudent measures that are associated with "incidental take" that are specified in
the PBO/PCO. Your authorization under this Corps permit is conditional upon your compliance
with all the mandatory terms and conditions associated with incidental take of the PBO/PCO,
which terms and conditions are incorporated by reference in this permit. Failure to comply with
the terms and conditions associated with incidental take of the PBO/PCO, where a take of the
listed species occurs, would constitute an unauthorized take, and it would also constitute non-
compliance with your Corps permit. The USFWS is the appropriate authority to determine
compliance with the terms and conditions of its PBO/PCO, and with the ESA.
Date: 2022.11.18
Corps Regulatory Official: 07:42:40-05'00'Date: 11/18/2022
Expiration Date of Verification: 3/14/2026
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.gM.mil/customer-service-survey .
Copy furnished electronically:
Jerry Parker, NCDOT Division 7, japarker3&ncdot.gov
Ryan Conchilla, NCDEQ-DWR, ryan.conchillakncdenr.gov

North Carolina Department of Transportation ��
Highway Stormwater Program {
STORMWATER MANAGEMENT PLAN �''"'
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 17BP.7.R.140 TIP No.: 17BP.7.R.140 County(ies): Rockingham Page 1 of 1
General Project Information
WBS Element:
17BP.7.R.140 TIP Number: 17BP.7.R.140 Project Type: Bridge Replacement Date: 3/5/2021
NCDOT Contact:
Galen Cail
Contractor / Desi ner:
Reid B. Robot - VHB
Address:
1000 Birch Ridge Drive
Raleigh, NC 27610
Address:
940 Main Campus Drive
Suite 500
Raleigh, NC 27606
Phone:
919-707-6711
Phone:
919-754-5005
Email:
cail ncdot. ov
Email:
rrobol vhb.corn
City/Town:
Reidsville
Count ies :
Rockingham
River Basin(s):
Roanoke
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description Vr
Project Length (lin. miles or feet):
0.08 F Surrounding Land Use: IForest, agricultural, and rural residential
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.2 ac.
0.2 ac.
Typical Cross Section Description:
Bridge: 2@10' lanes with 3'-11" paved shoulders. 27'-10" clear roadway.
Road (-L-): 2@10' lanes with 2' paved shoulders (4.25' w/ guardrail/) and 4' grass
shoulders.
2@9.9' lanes with 2.0' shoulders.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 2800 Year: 2025
1 Existing: 1400 Year: 2014
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
State project 17BP.7.R.140 involves the replacement of the existing NCDOT Bridge #SF-780239 on SR 1998 over Wolf Island Creek. Bridge #SF-780239 consists of 4@13'
9.5" RC rigid frame and mass concrete abutments and interior bents. The proposed bridge consists of 1@70' 24" cored slab with 4'-0" caps. The proposed crossing is located in
Zone AE of FIRM Map number 3710799500J and was studied by Detailed methods (Pre -preliminary). A stormwater outfall is proposed at the northwest corner of the proposed
bridge and a Rip Rap pad will be utilized to dissipate the energy. No deck drains are required for the proposed bridge.
Waterbody Information
Surface Water Body 1 : Wolf Island Creek NCDWR Stream Index No.: 22-48
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
None
Other Stream Classification:
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? IYes
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

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1713P. R.140
PROJ C� 3
LIMIT
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VICINITY MAP
(NOT TO SCALE)
0-0 OFF -SITE DETOUR
STATE OF NORTH CAROLINA
DIVISION OF HdG1NIWAY5
ROCI<INGHAM
COUNTY
LOCATION: BRIDGE 1110.239 OVER WOLF ISLAND CREEK
ON SR 1998 (WENTWORTH STREET)
TYPE OF WORD: GRADING, PAVING, DRAINAGE AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN PROJECT 17BP.7.R.140
-L- POT Sta. 11+50.00
WENT bb`t�Ttl--------- SR 1998
(W NTbII®TH. VTR
BEGIN APPROACH �B , /
—L Sta. 13+23.00
BEGIN BRIDGE
—L— Sta. 13+35
-L-
SITE 2
SITE /
4 END PROJECT 17BP.7.RJ40
END BRIDGE —L— POT Sta.15+50.00
—L— Sta. I4+00.00
---------- TO
-------- NT OW N REI DSV I LLE
FND APPROACH SLAB
—L— Sta. 14+12.00
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
17BP.7.R.140
1
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
PERMIT DRAWING
SHEET 1 OF 5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
ADT (2 014) = 1,400
ADT (2025)= 2 800
V = 40 MPH
FUNC CLASS =
MINOR COLLECTOR
SUB REGIONAL TIER
PROJECT LENGTHPrepared
LENGTH ROADWAY TIP PROJECT = 0.062 MILES
LENGTH STRUCTURE TIP PROJECT = 0.014 MILES
—
TOTAL LENGTH TIP PROJECT - 0.076 MILES
In the Office of Simpson Engineers & Assoclates for
DIVISION 7
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN ENGINEER
P.E.www.simpsonengr.com
PLAINS PREPARED BY:
IMPSON 5640 Dillard Drive
Suite 200
E N SSOCATES 919Cary,52-0468NC 8
[phone] (Fax)
LICENSE NO. C-2521
2018 STANDARD SPECIFICATIONS
DAVID SIMPSON, PE
PLANS
50 25 0 50 100
RIGHT OF WAY DATE:
PROJECT ENGINEER
REID B. ROBOL, PE
SIGNATURE:
HYDRAULICS ENGINEER
PE
LETTING DATE:
v1,1�
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
Raleigh, NC 27606
PROFILE (HORIZONTAL)
10 5 0 10 2I
HYDRAULIC ENGINEER
TIM POWERS, PE
NCDOT CONTACT. DIVISION BRIDGE
PROGRAM MANAGER
11
PROFILE (VERTICAL)
SIGNATURE:

DETAIL 1
TOE PROTECTION
( Not to Scale)
C0
FILL
NATURAL
SLOPE
GROUND d
GEOTEXTILE
d= 1.4 FT
Type of Liner=
CLASS A RIP -RAP
FROM 14+20 TO 15+30 L RT
C
O1
-C
N
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C
0
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0
C
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N
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I-)N/
---------------------------------------------
DETAIL 2
BANK STABILIZATION
( Not to Scale)
3.O'min.
2. 0'
NWS
Q
GEOTEXTILE
Type of Liner= CLASS II RIPRAP
STA 115 + 92 L LT
STA 261 +40 L LT
I TO WENTWORTH
RAW
�o
CP
0
BEGIN APPROACH SLAB
-L- Sta. 13+23.00
BEGIN PROJECT I7BP.7.RJ40
-L- POT Sta. II+50.00
L;ULUNIAL FIFLLINL WMNANY
RIGHT OF WAY EASEMENT
DB 591PG 686
BLANKET IN NATURE
CLAIMED EASEMENT 25' FROM
CENTERLINE OF INSTALLED LINES
—X
-------------- T----
0 2P BST
0
O1 SR 1998 WENTWORTH ST
-- — —------G-----
LOW ' WIRE
In 80 DEG.
ELEV=717.3'
10
3
z
L
BANK STABILIZATI
EST 124 TONS
BEGIN BR&°TILE
-L- Sta.13�-5!5.
LASS B RIP RAP
\OES
wv S
—XTSO I
I Q TS
_
/ -- • .�c // stpu
—TS— —S 12'
-
o D WIRE � DUE
/ 1
GAT
25' 1 25' �. u
`CC/ / a
��e WOODS I / W S
/ w
w / SS X W DS
MTL
GATE oG
SITE 2 .Q�\ SITE 1
2 � -
.� m a
o� BMI END BRIDGE _
JERKY HARDEN Ao°tio —L— Sta. 14+06.16
MARGERETTE FOUNTAIN
DB IIII PG 2005 5 arc
�o
o M
ao 3
U
v, AXLE PAIGE HARDY HICKS
DB 676 PG 810
WB 14E PG 833
3 w
z
ao �
06
ti0 0
Ln a-
N S
M o
N a
0
r�
11 12
CAROLINA
FOUND
R&
END PROJECT 17BP7RJ40
VV AIWAWIVVRIMTA
—SS
�J— >
—G-------- ----
TOE PROTECTION
SEE DETAIL 1
END APPROACH SLAB
-i - c+„ l4+17.00
13 14 15
4
J W MOCARGO
LKANA C MOCARGP
DB 706 PG 675
JS STREAM NOT SURVEYED.
DO NOT IMPACT WITH WORK IN DUE AREA.
GPS LOCTION PROVIDED FOR REFERENCE ONLY
16
R/W
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES HAND
CLEARING
T-YL—SS
GPS 780239-2
TO DOWNTOWN REIDSVILLE
IG
l
O RR
SPIKE
WILLIAM ERNEST SMITH, JR
DB 1498 PG 775
17
PROJECT REFERENCE SHEET NO.
17BP.7.R.140 - ROCKINGHAM 239 4
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
MOTT MACDONALD I & E, LLC VHB ENGINEERING
LICENSE NO. F-0669 LICENSE NO. C-3705
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the �/�
Office of: M
M PO Box 700
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.con✓americas
�•;I^il� VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
Raleigh, NC 27606
VERTICAL SCALE HORIZONTAL SCALE
1Q 2r5 Q 2p, 5Q,
■F" T ■������
PERMIT DRAWING
SHEET 2 OF 5

/ / i 4D� 111 IlIl10115111eff,
H, il-/'iti/1I17'1"1"!0i,�,
mZ-L_w_-:,IFINOro, -ice

C
i
w
X
i
TS
SW IMPACT
48 1
----------------------
rE 2
�5
TEMPORARY
SW IMPACT
E
00'�
i
� M T�
r
J
SITE 1
SW I M PAC
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES HAND
CLEARING
PROJECT REFERENCE SHEET NO.
17BP.7.R.140 - ROCKINGHAM 239 4
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
MOTT MACDONALD I & E, LLC VHB ENGINEERING
LICENSE NO. F-0669 LICENSE NO. C-3705
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the �/�
Office of: M
M PO Box 700
MOTT Fuquay-Varina, INC 27526
MACDONALD www.mottmac.com/americas
moo.; I�� VHB Engineering NC, P.C. (C-3705)
`Y, 940 Main Campus Drive, Suite 500
Raleigh, NC 27606
HORIZONTAL SCALE
6. 5' 6j 5' 12. 0'
PERMIT DRAWING
SHEET 4 OF 5
F----------------------------
--------------------
T S
/,,S-ER V I C E
F �-
— P nl(w o nw TIN E
J
O
JS STREAM NOT SURVEYED.
DO NOT IMPACT WITH WORK IN DUE AREA.
GPS LOCATION PROVIDED FOR REFERENCE ONLY

WETLAND AND SURACE 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.
A
Natural
Stream
Design
A
1
13+53 to 13+86 -L-
Bank Stabilization
< 0.01
0.01
54
65
2
12+27 to 13+19 -L-
1 @70' 24" CORED SLAB W/ 4'-0" CAPS
0.01
TOTALS:
0.01
< 0.01
0.01
54
65
0
*Rounded totals are sum of actual impacts
NOTES: -Existing Channel Impacts Permanent and Existing Channel Impacts Temp. are coincident
2018 Feb

MEMORANDUM OF AGREEMENT
AMONG THE U.S. ARMY CORPS OF ENGINEERS,
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION,
AND
THE NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER
FOR
REPLACEMENT OF BRIDGE NUMBER 239 ON SR 1998 (WENTWORTH STREET)
OVER WOLF ISLAND CREEK
ROCKINGHAM COUNTY, NORTH CAROLINA
WBS No.17BP.7.R.140
PA No.19-01-0025
AID# SAW-2019-00831
WHEREAS, the U.S. Army Corps of Engineers (USACE) is considering issuance of a permit under
Section 404 of the Clean Water Act to the North Carolina Department of Transportation (NCDOT)
for Replacement of Bridge Number 239 on SR 1998 (Wentworth Street) over Wolf Island Creek,
Rockingham County, North Carolina (the Undertaking); and
WHEREAS, the USACE has determined that the Undertaking will have an adverse effect upon
Rockingham County Bridge Number 239, a property determined eligible for listing in the National
Register of Historic Places (NRHP) (historic property); and
WHEREAS, the USACE has consulted with the North Carolina State Historic Preservation Officer
(SHPO) pursuant to 36 CFR Part 800, regulations implementing Section 106 of the National
Historic Preservation Act (1 G U.S.C. 4700; and
WHEREAS, USACE has notified the Advisory Council on Historic Preservation (Council) of the
adverse effects and the Council has declined to comment or participate in the consultation; and
WHEREAS, NCDOT has participated in the consultation and has been invited by the USACE and
SHPO to be a signatory to this Memorandum of Agreement (MOA); and
NOW, THEREFORE, USACE, NCDOT, and the SHPO, agree that any authorization issued for
the Undertaking shall include the following stipulations to take into account the effect of the
Undertaking on the historic property.
N10A for Bridge Number 239
Rocbnghasn County
pg.1

STIPULATIONS
The USACE will require compliance with the following measures by including a special condition in
any authorization that is issued to NCDOT for the Undertaking.
I. Photorecordationi
Prior to the initiation of construction, NCDOT will record the existing condition of Bridge No.
239 and its surroundings in accordance with the attached Historic Structures and Landscape
Recordation Plan (Appendix A). Copies of the documentation will be deposited in the files of
the State Historic Preservation Office, and the NCDOT Historic Architecture Section.
II, Unanticipated Discovery
In accordance with 36 CFR 800.11(a), if NCDOT identifies additional cultural resource(s)
during construction, all work will be halted within the limits of the resource(s) and the USACE
will be contacted. The USACE will initiate the appropriate agency and/or Tribal coordination
required for a determination of eligibility or recovery effort. If after consultation between the
Signatories and concurring parties, additional mitigation is determined necessary, the NCDOT,
in consultation with the Signatories and concurring parties, will develop and implement
appropriate protection/mitigation measures for the resource(s). Inadvertent or accidental
discovery of human remains will be handled in accordance with North Carolina General
Statutes 65 and 70.
III. Amendments
Should any of the Signatory Party(ies) to this MOA believe that its terms cannot be carried out
or that an amendment to the terms must be made, that party(ies) shall immediately consult
with the other party(ies) to develop amendments in accordance with 36 CFR 800.6(c)(7). This
MOA may be amended when such an amendment is agreed to in writing by all signatories. The
amendment will be effective on the date a copy, signed by all of the signatories, is filed with
the ACHP. If an amendment cannot be agreed upon, the dispute resolution process set forth
in Stipulation IV will be followed.
IV. Dispute Resolution
Should any of the Parties to this MOA object within (30) days to any plans or documentation
provided for review pursuant to this MOA, the USACE shall consult with the objecting
party(ies) to resolve the objection. If the USACE or the objecting party(ies) determines that
the objection cannot be resolved, the USACE will forward all documentation relevant to the
dispute to the Council. Within thirty (30) days after receipt of all pertinent documentation, the
Council will either:
1. Provide the USACE with recommendations, which the USACE will take into account in
reaching a final decision regarding the dispute, or
2. Notify the USACE that it will comment pursuant to 36 CFR Section 800.7(c) and proceed to
comment. Any Council comment provided in response to such a request will be taken into
account by the USACE in accordance with 36 CFR Section 800.7(c)(4) with reference to the
subject of the dispute.
MOA for Bridge Number 239
Rockingham County
pg. 2

Any recommendations or comments provided by the Council will be understood to pertain
only to the subject of the dispute; the signatories, responsibilities that are not the subject of the
dispute will remain unchanged.
V. Termination
Any of the Signatory Party(ies)to this MOA may terminate the agreement by providing notice
to the other parties, provided that the signatories and concurring parties will consult during the
period prior to termination to seek agreement on amendments or other actions that would
avoid termination. Termination of this MOA will require compliance with 36 CFR 800. This
MOA may be terminated by the execution of a subsequent MOA that explicitly terminates or
supersedes its terms.
VI. Duration
Unless terminated pursuant to Stipulation KII above, this MOA will be in effect until the
USAGE, in consultation with the other Signatory Parties, determines that all of its terms have
been fulfilled or if NCDOT is unable or decides not to construct the Undertaking.
Execution of this MOA by USACE, NCDOT, and the North Carolina SHPO, its subsequent filing
with the Council, and implementation of its terms evidence that the USACE has afforded the
Council an opportunity to comment on the Undertaking, and that USACE has taken into account
the effect of the Undertaking on the historic property.
MOO for Bridge Number 239
Rockingham County
pg. 3

AGREE:
United States Army Corps of Engineers:
FOR THE COMMAN>R
r ;
Scott McLendon
Chief, Regulatory Division
Wilmington District
State Historic Preservation Officer:
Date
Date: 03 r
Kevin henry, Ph. D.
Deputy Secretary North Carolina Department of Natural and Cultural Resources
North Carolina Department of Transportation:
Date:
Philip S. Han III, P.E., CPM IF
Envitonmental Analysis Unit Head
MOA for Bridge Number 239
Rockingham County
pg. 4

MEMORANDUM OF AGREEMENT
AMONG THE U.S. ARMY CORPS OF ENGINEERS,
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION,
AND
THE NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER
FOR
REPLACEMENT OF BRIDGE NUMBER 239 ON SR 1998 (WENTWORTH STREET)
OVER WOLF ISLAND CREEK
ROCKINGHAM COUNTY, NORTH CAROLINA
Execution of this MOA by USACE, NCDOT, and the North Carolina SHPO, its subsequent filing
with the Council, and implementation of its terms evidence that the USACE has afforded the
Council an opportunity to comment on the Undertaking, and that USACE has taken into account
the effect of the Undertaking on the historic property.
FILED:
Date:
Advisory Council on Historic Preservation
X10A for Bridge Number 239
Rockingham County
pg. 5

APPENDIX A
Historic Structures and Landscape Recordation Plan
For
The Replacement of Bridge Number 239
on SR 1998 (Wentworth Street) over Wolf island Creek
Rockhingham County, North Carolina
PHOTOGRAPHIC REQUIREMENTS
■ Elevations and oblique views of Bridge Number 239 and its setting.
■ Representative structural and ornamental details of the bridge.
Photographic Format
■ Color digital images (all views). Images are to be shot on a SLR digital camera with a minimum
resolution of G megabyte pixels, at a high quality (preferably RAW) setting, to be saved in TIF
format as the archival masters and labeled according to the State Historic Preservation Office
standards.
■ All processing to be done to archival standards.
' The accompanying printed inventory of the images — including subject, location, date, and
photographer information for each image — is to be completed according to the State Historic
Preservation Office standards.
Copies and Curation
■ One (1) set of all above mentioned photographic documentation, including a compact disc Of
labeled images, will be deposited with the North Carolina Office of Archives and History/Historic
Preservation Office to be made a permanent part of the statewide survey and iconographic
collection.
' One (1) contact sheet shall be deposited in the files of the Historic Architecture Section of
NCDOT.
MOM for Bridge Number 239
Rockingham County
pg. 6

Action ID Number: SAW-2019-00831 County: Rockingham
Permittee: NCDOT Division 7 (Attn: Wright Archer III, PE)
Project Name: NCDOT / Bridge 239 / SR 1998 / Wolf Island Creek / Rockingham County
Date Verification Issued: 11/18/2022
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-2019-00831
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 7/28/2021. Action ID: SAW-2019-00831.