20230808_USACE Permit_20230713

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW 2023-1023 County: Surry U.S.G.S. Quad: NC -Elkin North
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Jennings Environmental
David Brown
Address:
7 Samuel Ashe Drive
Asheville, NC 28805
Telephone Number:
[phone]
E-mail:
david(&ienningsenv.com
Size (acres) 0.57 Nearest Town State Road
Nearest Waterway South Fork Mitchell River River Basin Upper Pee Dee
USGS HUC 03040101 Coordinates Latitude: 36.35262
Longitude:-80.85026
Location description: East of Mountain Park Road bridge over South Fork Mitchell River State Road, NC 28676. Surry
County PINs 4955 0040 7758 and 4955 0052 3018
Description of projects area and activity: This project site is a forested portion of agricultural land. The land use in the vicinity of
the Droperty is rural residential, agricultural, and undeveloped forested tracts. The proiect site consists of an approximate
0.57-acre riparian corridor along the South Mitchell River from the bridge over the river on Mountain Park Road
downstream for 350 feet. The project verification is for restoration activities to stabilize stream banks and channel, establish
native riparian buffers, construct flood benches, reconnect the stream with the floodplain,restore aquatic habitat, and to
prevent additional soil loss to downstream surface waters. Permanent impacts are 214LF by 40' width stream.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 27Aquatic Habitat Restoration, Enhancement, and Establishment Activities
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 5/10/2023, and the enclosed plans 1.1 River Enhancement Plan dated 4/21/2023.
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.
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 Brandee Boggs at 828.271.7980x4224or brandee.c.boggs*usace.army.mil.
Corps Regulatory Officia'?� ��j�j 'ate: 07/13/2023 Expiration Date of Verification: 3/14/2026
CF: Andrea Leslie NCWRC; Seren Homer NCD ;

Action ID Number: SAW 2023-1023 County: Surry
Permittee: Jennings Environmental, David Brown
Project Name: SCC Site 5 South Fork Mitchell Creek
Date Verification Issued: 07/13/2023
Project Manager: Brandee Boggs
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: Brandee Boggs
Asheville Regulatory Office
U.S Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
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

I
I
1
1
I
1
1
I
1
1
1
I
1
1 _� \ \\\ \ \\\ \ \
ti00 ZOOLu V R �OOy� oo`�\\\
1 100YR
110
Lu
70
00Y ° R , / Y6
IN
EXISTING DECK <<`�
TBM-3 \ \\\\\ \\
N: 952,417.80
E.1,455,135.66
ELEV.:1,103.60 \
INVERT
1 \ \ BM-2 \ \ \ \
E LEV.: 1,100.41 \\
\ N: 952,575.59'
\ E: 1,454,895.47' \ \ / / \ \ \\ \� ` ���1� \ /
w _
= 1100YR \ E�V: 1,105.64 �\ -1ios- \ - / \\ \ - \�\\\\ // r 11 I = f \ \ \ \ - - /� �\ \ \\INVERT
100
\ \ \ \\ , I i� \\ \ ELEV.. 1 100.50'
/;11�//-\STA1+11 �\\\ \\\�\\\\\\
�- - } - _ _ _ SINGLE ARM BOULDER VANE . _ \ \ I'\ \
\� / �/ //= ,INVERT-�� — SEE DETAIL SHEET 1`2 _ �yVZ
ELEV.: 1 096.80
!'-0.0-1100_��— ----------_— --- = \`:\�
ow
= SOUTH FORK MIT INVERT
ELL RIVER 00 \ \ ELEV.: 1,096.74 \ \\\ \
o W
CL
0+-070 = CLASS: C —� + + •------...--•---- , .. • ' \-\ \\\\\\\\\\\\\\ 0+50 +502
r-- 3+p+00
w . . . . . . .�\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\ \\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\
\\
Lu
/
\\\\ ( I
77:-
T+= —-00
\\
-/
i \\
-
J
o
1
\
\
°
-�--�
\
\
/
1O8
o \— —�� �� \\\—\ �\\J—\. v/f `1ooY\\\\110
STA 1+85 TO 2+63 (78 LF) �100YR �
ya ENHANCE NATIVE RIFFLE 100YR \ \\\\\\\
10pYR
\
\
--- - _ w 1100Y SEE DETAIL SHEET1.2in, \\ \
- 1 w ZOOM STA 1+11 �`\ \\ \\\\\\\\\ \\\ \\ \� \\\ \\\l 111111111 I I \ \ \
- _ _ R 1 ooYR __� \ / , - \ \ \ \ \ , \ \ \ \ \ M \\ \\ \\\\\\\\ \ \\ \\ \ \\ III III I I I I \ \ \
_ \ I O - _ SINGLE ARM LOG VANE \ I \ \ \ 1 \ \ \ \ ; �• \ \ \ \\\ III I I I I I I I I I I \ \
d 100YR
\.oa `\ \ \\\\ I \ I I I I I I I I I I I I \ \
0o A� SEE DETAIL SHEET 1.2 I 'o I I \ \ \ \ \ \ \ \ \ \ G \ \\ \1111 I I I I I I I I I I I I I I III I I IIIII \ \ \
tio° (r
STA 1+43 TO 1+85 (43 LF) I
w BM-1 BRUSH TOE PROTECTION ° \ \ \\ \ \\ , \• \ 1 \ \ \ \\ 11\ III I I IIIII \ \ \\ \
\ � \ • � 1 \\ \ 11 11 II \
=
\\\\\\\\ \\\\\ \ \\\\\\\ \ \ \\ IlII \ \ \\ \ \I \II II IIIII IIII I SEE DETAIL SHEET 1.2O N: 952,471.60 II°�IIII OpAIR-
FEMA 100YR
E: 1,454,853.87 FLOODPLAIN \ o
ELEV.: 1,105.05 o
\ \ \ \ \ \ \\\ \ \\\ \ \\\ \\\ \\ \\\ \\\ \ \ \ \\ \ \/ � �o,I1 I II I ►1 o��r \ Y1 - /��1\ \ \\\\\ \ \\ \\\ \
\ II \\ II
II II
II I I I
\
\\l\/
\1►
I11
\ I
C
p i\ \\
\
= 10 \\\lIIO TBM-4
N: 952,306.89'
l
E: 1,455,003.88 11�/I /\\ \
%
J /��
ELEV.: 1,107.37'
= /l� v/J/+
o \o <
ir
O
\ /%
(I
I\l\I
/I\
\
/1 \_
\
\
- - •-•- •
EXISTING SITE FEATURES DESIGN SITE FEATURES
PARCEL BOUNDARY EXISTING CULVERT DESIGN NATIVE RIFFLE ENHANCEMENT
R/W RIGHT-OF-WAY SS EXISTING SEWER LINE DESIGN LOG VANE
220 EXISTING MAJOR CONTOUR OHE EXISTING OVERHEAD POWER LINE DESIGN BOULDER VANE
EXISTING MINOR CONTOUR 100YR FEMA 100YR FLOODPLAIN DESIGN BRUSH TOE PROTECTION
EXISTING STREAM CENTERLINE FW FEMA REGULATORY FLOODWAY
EXISTING STREAM TOE OF SLOPE � TEMPORARY BENCHMARK (TBM)
w
0
20 40
Feet
J
J
W
LL
H
Y
F-
O
Ln
n
Lu
� O
tY
000
oo
Lu N
mu M
Q Ln Z rn -q
J W �
LuJ��
J O Q
w � u
a=(3;
N Ln r-1 U
r,aa)Z
0
OC
U
O
j
D
z
Q
z
Lu
2
U
Q
z
Lu
w
PRELIMINARY
DRAWING
REVISIONS:
DATE: 04/21/2023
PLOT SIZE: 24" x 36"
1" = 20'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PIN: 1118
lei
w
0
20 40
Feet
J
J
W
LL
H
Y
F-
O
Ln
n
Lu
� O
tY
000
oo
Lu N
mu M
Q Ln Z rn -q
J W �
LuJ��
J O Q
w � u
a=(3;
N Ln r-1 U
r,aa)Z
0
OC
U
O
j
D
z
Q
z
Lu
2
U
Q
z
Lu
w
PRELIMINARY
DRAWING
REVISIONS:
DATE: 04/21/2023
PLOT SIZE: 24" x 36"
1" = 20'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PIN: 1118
lei