SAW-2022-01545 signed NWP verification (2).pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-01545 County: Richmond U.S.G.S. Quad: NC -Rockingham
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Address:
Telephone Number:
E-mail:
NCDOT Division 8
Art King
121 DOT Drive
Carthage, NC 28327
910-773-8000
acking(&ncdot.gov
Size (acres) N/A Nearest Town Rockingham
Nearest Waterway Solomons Creek River Basin Lower Pee Dee
USGS HUC 03040201 Coordinates Latitude: 34.8842
Longitude:-79.8050
Location description: The proiect site is existing Bridge 140 over Solomons Creek, on Sandhill Road, near the town of
Rockingham, Richmond County, North Carolina.
Description of projects area and activity: This verification authorizes impacts to 0.320 acre of wetlands and 30 LF of stream
channel for the replacement of Bridge 140 in the same location. Mitigation is required for this proposal.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permits 13 and 3
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 7/14/2022, and the enclosed plans entitled `BP8.R013" dated 4/29/2022. 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 Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact James Lastinger at 919- 54-4884 ext 32or James.C.Lastinger(&usace.armv.mil.
Corps Regulatory Official: u'rnao .✓ Date: 07/27/2022
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
http://corpsmapu.usace.army.mil/cm_apex/Pp=13 6:4:0
Copy furnished:

SAW-2022-01545
SPECIAL CONDITIONS
a. 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.
b. 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 conservation
measures in the PBO, which are incorporated by reference in this permit. Failure to comply with the
applicable 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.

Action ID Number: SAW-2022-01545
Permittee: NCDOT Division 8, Art King
Project Name: NCDOT / BP8.R013 /
County / Div 8
Date Verification Issued: 07/27/2022
Project Manager: James Lastinger
County: Richmond
140 SR 1971 / Sandhill Road / Solomon's Creek / Richmond
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: James Lastinger
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

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VICINITY MAP
AVAVAV-0- OFF -SITE DETOUR ROUTE
N.T.S.
WETLAND AND SURFACE WA TER
IMPACTS PERMIT
APRIL 28, 2022
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO 541� i
LIMITS ESTABLISHED BY METHOD III.
STATE OF NORTH CAROI INA
DIVISION OF HIGHWAYS
RICHMOND COUNTY
LOCATION: BRIDGE 760140 OVER SOLOMANS CREEK
ON SR 1971 (SANDHILL ROAD)
41'AT6
A'1'ATS PROIREI' ReARR6NOR NQ
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BP8.R013
OAW PqO M
P.A.PIW.NY
aR$6RIP19oN
BP8.R013.1
P.E.
RW & Utilities
Construction
PERMIT DRAWING
SHEET 1 OF 8
TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURES
/-- SITE I
�o
2z
BEGIN PROJECT BP8.R013 0
-L- Sta. 15 + 40.00
END PROJECT BP8.R013
z
-L- Sta. 24 +25.00
x
Y Y F Y x y
SR 1108
TOZpAff
-L-
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i Y ----ti : -
SR 1971 SANDHILL ROAD
x I Y
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BEGIN BRIDGE
-L- POc Sta. 19+38 U,
END BRIDGE
n
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x
IN('OMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS PREPARED BY:
PLANS PREPARED FOR:
HYDRAULICS ENGINEER
ENGINEERING
DIVISION OF HIGHWAYS
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
a Eaa aEERH
50 0 50 100
ADT 2015 = 140
3220 GLEN ROYAL RD. RALEIGH, NC 27617
TELE919.788.0221FAX [phone]
DIVISION 8
121 DOT Drive
NOR
ADT 2025 = 280
K = %
LENGTH ROADWAY PROJECT BP8.R013 = 0.154 mi
NCLICENSE »P.)189
Carthage, NC 28327
®F
% !_
2018 STANDARD SPECIFICATIONS
PLANS
D = %
LENGTH STRUCTURE PROJECT BP8.R013 = 0.014 mi
P.E.
SIGNATURE:
m
50 0 50 100
T = 6 %
V = 50 MPH
* TTST = DUAL
TOTAL LENGTH OF PROJECT BP8.R013 = 0.168 mi
RIGHT OF WAY DATE:
FEBRUARY 2022
BRIAN A. WILES, PE
_
y� �Q
®�
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
5 0 5 10
FUNC CLASS =
LETTING DATE:
1���8
LOCAL
OCTOBER 2022
TIM WELCH, PE
CONTACT
NCDPROFILE
(VERTICAL)
SUBREGIONAL TIER
P
PROGRAM MANAGER
DIV 8 BRIDGE PBRIDGE
P.E.
SIGNATURE:

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DETAIL 1
SPECIAL LATERAL'V' DITCH
INmto Scole)
N.—I A.\�� Fill
Ground 3;7 D FdK Slope
Min. D- 1 Ft.
FROM STA. 15+75 TO STA. 16+50 -L-(LTJ
FROM STA. 21+75 TO STA. 22+50 -L- R
DETAIL 2
SPECIAL LATERAL BASE DITCH
I Not to Scale)
Noturol Fill
Ground Slope
d D F\e e
Geotmdile B
Min. D= 1.0 Ft.
Muz d= 1.0 Ft.
Type of Li. CL-A Rip-Rop B- 2.0 Ft.
FROM STA.16+25 TO STA.17+20 -I- (R
FROM STA. 21+50 TO STA. 23+25 -L- (L
DETAIL 3
TOE PROTECTION
I.— Smlel
Natural
Ground b
d= 1F
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Type of Liner- CL B Rip-Rop
FROM STA. 21+00 TO STA. 21+50
A
i SITE I
/ CLASS B RIP RAP
EST 3 TONS
EST 20 S.Y. GFD
O SPECIAL LATERAL 'V' DITCH
/ SEE DETAIL 1
Z
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D 13
DB 134G 546
CO
-L- POC Sta. 15+40.00
BEGIN CONSTRUCTION
N
I
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SEE DETAIL 3
+ EST. 13 TONS CL-B RIPRAP
EST. 28 S.Y. GFD
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SEE DETAIL 2
35 TON CL-A RIP RAP
65 S.Y. GFD 15" PIPE
RETAIN
CECIL A. WILSONNy� AND 'WIFE,
KATHY
SON
DB 765 pWI I
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1
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5 S.Y. GFD
1 TON CL-B RIP RAP
5 S.Y. GFD
CLASS II RIP RAP
(STRUCTURES PAY ITEM(
INSTALL SBG J
-L- STA 17+50.1
TO 19+25.6 RT CECIL A. AND WIFE.
KATLSON
J7651
DB
2
PB
SPECIAL LATERAL BASE DITCH
SEE DETAIL 2
67 TONS CL-A RIP RAP
120 S.Y. GFD
F F \
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m � I
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INSTALL SBG
-I- STA 20+20.4
TO 21+52.2 RT
ECIAL LATERAL 'V' DITCH —
S DETAIL 1
0
THE NICHOLAS W DOCKERY TRUST
DB 1005 PG 469
PB 641 PG B
WOODS
CENGINEERING
3220 GLEN ROYAL RD. RALEIGH, NC 27617
TELE 919.788.0224 FAX [phone]
NC LICENSE #P-0189
Kimley >> Horn
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, IN 27601
N
PROJECT REFERENCE NO.
SHEET NO.
BPB.R015
4
RICHMOND COUNTY
BRIDGE #140
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INQOMPUTE PLAN$
IX) NOT USE FO Rf W ACOUISMON
_ C
_ _ _ _ _ ��if� XSTiI R, 48' MTL STAKE A p 35B —
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P E PUE PUE PUE PUE PUE
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0
THE NICHOLAS W. DOCKERY TRUST -I- POC Sta. 24+25.00
DB 1005 PG END CONSTRUCTION
B PB 641 PG B
LEGEND
SURFACE WATER IMPACTS HAND CLEARING (NON -GRUBBING) FILL IN WETLAND
TEMPORARY SURFACE WATER IMPACTS F_* MECHANIZED CLEARING (GRUBBING)
PERMIT DRAWING
SHEET 2 OF 8
FOR PROFILE, SEE SHEET 5
BEGIN BRIDGE END BRIDGE
-L- POC 19+38 -L- POC 20+08
�$
(TYPJ
TYPE III TYPE III
$m 6 10
10,
TYPE III
BEGIN APPROACH SLAB
-L- POC 19+2599 END APPROACH SLAB
BRIDGE SKETCH -L- POC 20+20.00

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DETAIL 1
SPECIAL LATERAL'V' DITCH
I Natto Scole)
N.—I N "a, Fill
Ground 3;7 D FdK Slope
Min. D- 1 Ft.
FROM STA. 15+75 TO STA. 16+50 -L-(LTJ
FROM STA. 21+75 TO STA. 22+50 -L- R
DETAIL 2
SPECIAL LATERAL BASE DITCH
I NoF to Scale)
Nolurol Fill
Ground 3.7 A h < ope
d D F\e Sl
e
Geoleaiile B
Min. D= 1.0 Ft.
Moz d= 1.0 Ft.
Type of U. CL-A Rip-Rop B- 2.0 Ft.
FROM STA.16+25 TO STA.17+20 -I- (R
FROM STA. 21+50 TO STA. 23+25 -L- (L
DETAIL 3
TOE PROTECTION
I Not to Smlel
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d= 1 R.
6= 2 FL Geotextile
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FROM STA. 21+00 TO STA. 21+50
A
i SITE
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0
/ +
CLASS B RIP RAP 1=
EST 3 TONS p
EST 20 S.Y. GFD
O SPECIAL LATERAL 'V' DITCH
/ SEE DETAIL 1
Z
I DAV4 PG COTE, SR.
D 13
DB 134G 546
CO
-L- POC Sta. 15+40.00
BEGIN CONSTRUCTION
r I '� '� _k
1
C ENGINEERING PROJECT REFERENCE NO. SHEET NO.
BP8.R0/3 4
RICHMOND COUNTY BRIDGE #140
ROADWAY DESIGN HYDRAULICS
3220 GLEN ROYAL RD. RALEIGH, NC 27617 ENGINEER ENGINEER
TELE 919.788.0224 FAX [phone]
NC LICENSE #P-0189
INoOMPL TE PLAN$
" Ki m I ey >> H o r n � NOT USE FO Rf W ACUUISITLON
421 FAYETTEVILLE STREET,SUITE 600
RALEIGH, IN 27601
2 PERMIT
OF DRAWING
SHEET 3
SPECIAL LATERAL BASE DITCH
SEE DETAIL 2
O 67 TONS CL-A RIP RAP
N 120 S.Y. GFD
OTOE PROTECTION
SEE DETAIL 3 t7'
EST. 13 TONS CL-B RIPRAP THE NICHOLAS �' DOCKERY TRUST LY
EST. 28 S.Y. GFD DB 1005 PG 469 h
N PB 641 PG B
o rh
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SR I l SANDN L RA 22' BST _ �
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Z'- \ r $PECIAS. LATERAL BASE DITCH \ n \ 1 1 �y 1 �UI� CLLB SKIP RAP C'd
rn, '`°'�' $EE�DETAIL 2 \\\ \\ \ \ IF dAP PAP 5F 6UT 5 S.Y. GFD
35 TON CL-A RIP RAP
\\ \ \ 11'GFD
RIP RAP
65 S.Y. GFD 15" PIPE � \\ ` � ' S S.Y.$.Y. GFD
RETAIN \\ ` CLASS II RIP RAP
(STRUCTURES PAY ITEM(
O
� CECIL A. �'ILSO AND WIFE.
KATHY P ILSON
DB / 751
f AND 'NIFE. \ SIT P11 615 G 1)
CECIL A 1ILSO EE 2
KATHY P. ILSON
DB 765 P I
\ PB 615 PG
c A WILSOI� AND j�IFE
-o .ATHY P. V1ILSON
o PB 6155 PIS D
m
a
Njl
NL
o�
Nm
F 5 _
a PUE 000s )P (E WE
P — -d� ,y _ __ GE
1111�`,��/��
INSTALL -I- STA 20+20.4 )
TO 21+52.2 RT L
THE NICHOLAS W. DOCKERY TRUST
DB 1005 PG 469
PB 641 PG B
ECIAL LATERAL 'V' DITCH
S DETAIL 1
LEGEND
SURFACE WATER IMPACTS HAND CLEARING (NON -GRUBBING) FILL IN WETLAND
TEMPORARY SURFACE WATER IMPACTS F_* MECHANIZED CLEARING (GRUBBING)
-I- POC Sta. 24+25.00
END CONSTRUCTION
FOR PROFILE, SEE SHEET 5
BEGIN BRIDGE E D BRIDGE
-L- POC 19+38 -L
$
- POC 20+08
�
(TyPJ m
TYPE III TYPE III
10, g 10
N 10, ni $ ro 10,
PE III TYPE III
BEGIN APPROACH SLAB
-L- POC 19+2599 END APPROACH SLAB
BRIDGE SKETCH -L- POC 20+20.00

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)
1
16+52 TO 21+04 -L-
70' BRIDGE
0.07
0.11
< 0.01
< 0.01
15
15
2
17+89 TO 21+18 -L-
UTILITY RELOCATION
0.14
TOTALS*:
0.07
0.11
1 0.14
1 < 0.01
1 < 0.01
15
15
0
*Rounded totals are sum of actual impacts
►[01111* i
Revised 2018 Feb