20201897 Ver 3_10-SAW-2021-00734 - NWP 39 Verification_20220831

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00734 County: Wake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Address:
State of North Carolina
David Smith
116 West Jones Street
Raleigh, NC 27603
Size (acres) -45 acres Nearest Town Raleigh
Nearest Waterway UT to Richland Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.792251
Longitude: -78.723576
Location description: The project site is approximately 45 acres on the north side of Chapel Hill Road and east of Edwards Mill
Road, located at 5900 Chapel Hill Road in Raleigh, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.088 acres
of wetlands, the temporary discharge of fill material within 0.146 acres of wetlands, the permanent discharge of fill material
within 171 linear feet (0.015 acres) of stream channel, the permanent discharge of fill material within 52 linear feet of stream
channel resulting in no functional loss, and temporary discharge of fill material within 131 linear feet of stream channel. All
impacts are associated with the construction of the gravel access road for the Area 4 Parking Lot.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 39. Commercial and Institutional Developments
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 4/6/2021, and the enclosed plans Impact Maps. 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 George Lyle Phillips III at [phone] X25 or George.L.PhillipsW,,usace.army.mil.

George Lyle Digitally signed by George Lyle
Phillips III
Phillips III Date: 2021.07.06 12:41:00-04'00'
Corps Regulatory Official: Date: 7/6/2021
Expiration Date of Verification: 3/15/2026

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/cmapex/f?p=136:4:0
Copy fumished: Stephanie Goss — NCDEQ-DWR — 3800 Barrett Drive, Raleigh, NC 27609

Action ID Number: SAW-2021-00734
Permittee: State of North Carolina, David Smith
Project Name: Project Athens — Area 4 Parking Lot
Date Verification Issued: 7/6/2021
Project Manager: George Lyle Phillips III
County: Wake
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: George Lyle Phillips III
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

LEGEND:
L
W W
W W
TEMPORARY STREAM IMPACT
PERMANENT STREAM IMPACT
ZONE 1 BUFFER IMPACT (ROAD)
ZONE 2 BUFFER IMPACT (ROAD)
ZONE 1 BUFFER IMPACT (STORMWATER OUTFALL)
ZONE 2 BUFFER IMPACT (STORMWATER OUTFALL
ZONE 1 TEMPORARY BUFFER IMPACT
ZONE 2 TEMPORARY BUFFER IMPACT
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
EXISTING WETLANDS
GRAVEL
ROAD
LIMITS OF
DISTURBANCE (TYP.)
/
/
RETAINING WALL
(TYP.)
BRIDGE
ABUTMENT
BRIDGE
ABUTMENT
—
D5 — - —
LD SS —
LQ DSS�0SS- nSS — SS
RETAINING WALL
(TYP.)
EDGE OF GRAVEL
M:\Projects\EastWestPart\EWP-20000\04-Production\Engineering\Current Drawings \Area 4\Impact Maps\EWP20000-Area4-Impact Meps.dwg, 6/1/202111:54:26 AM, Vasil, Linda
SS-
- 4')
LD
GRAPHIC SCALE
25 50
1 inch = 50 ft.
100
MCADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
MT. VERNON ROAD EVENT PARKING
IMPACT MAPS - AREA 1
5900 CHAPEL HILL ROAD
RALEIGH, NC 27607
PLAN INFORMATION
PROJECT NO. EWP-20000
FILENAME EWP20000-E1
CHECKED BY JB
DRAWN BY LJV
SCALE 1"=50'
DATE 06.01.2021

LEGEND:
L
W W
W W
TEMPORARY STREAM IMPACT
PERMANENT STREAM IMPACT
ZONE 1 BUFFER IMPACT (ROAD)
ZONE 2 BUFFER IMPACT (ROAD)
ZONE 1 BUFFER IMPACT (STORMWATER OUTFALL)
ZONE 2 BUFFER IMPACT (STORMWATER OUTFALL
ZONE 1 TEMPORARY BUFFER IMPACT
ZONE 2 TEMPORARY BUFFER IMPACT
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
EXISTING WETLANDS
RETAINING WALL
(TYP.)
(W3) TEMPORARY
WETLAND IMPACT
4,057 SF
(0.093 AC.)
s
—(S8) TEMPORARY--
,
STREAM IMPACT
(PERENNIAL)
65 LF, 243 SF
(86) ZONE 1
TEMPORARY (B6) ZONE 2
ROAD IMPACT TEMPORARY
6,812 SF ,ROAD IMPACT
3,622 SF
(S7) PERMANENT
STREAM IMPACT \ •
- NO LOSS
\ 28 LF, 130 SF
V A (B5) ZONE 1
\ ROAD IMPACT
V` y 5,196 SF
0
(W2) PERMANENT
WETLAND IMPACT
3,737 SF
(0.086 AC.)
LIMITS OF
DISTURBANCE (TYP.)
(S6) PERMANENT / \
STREAM IMPACT / �1
(PERENNIAL)
88 LF, 254 SF
ice, /
(B4) ZONE 2
TEMPORARY
7 ROAD IMPACT
102 SF
(B4) ZONE 1 •
TEMPORARY D
ROAD IMPACT 8C
2,237 SF
(85) ZONE 2
ROAD IMPACT
3,300 SF
ss_ss��
N
(W1) TEMPORARY
WETLAND IMPACT
1,840 SF
(0.053 AC.)
CLAR4i
M:\Projects\EastWestPart\EWP-20000\04-Production\Engineering\Current Drawings \Area 4\Exhibits \EWP20000-Area4-Impact Maps.dwg, 3/16/20213:09:25 PM, Vasil, Linda
(S5) TEMPORARY
STREAM IMPACT
(PERENNIAL)
51 LF, 96 SF
EX. GRAVEL
IN CHANNEL
GRAPHIC SCALE
25 50
1 inch = 50 ft.
100
MCADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
MT. VERNON ROAD EVENT PARKING
IMPACT MAPS - AREA 2
5900 CHAPEL HILL ROAD
RALEIGH, NC 27607
PLAN INFORMATION
PROJECT NO. EWP-20000
FILENAME EWP20000-E1
CHECKED BY JB
DRAWN BY LJV
SCALE 1"=50'
DATE 03.16.2021

LEGEND:
L
W W
W W
TEMPORARY STREAM IMPACT
PERMANENT STREAM IMPACT
ZONE 1 BUFFER IMPACT (ROAD)
ZONE 2 BUFFER IMPACT (ROAD)
ZONE 1 BUFFER IMPACT (STORMWATER OUTFALL)
ZONE 2 BUFFER IMPACT (STORMWATER OUTFALL
ZONE 1 TEMPORARY BUFFER IMPACT
ZONE 2 TEMPORARY BUFFER IMPACT
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
EXISTING WETLANDS
\ EX. WETLAND
(B8) ZONE 1
TEMPORARY
ROAD IMPACT
853 SF
\�
(S11) TEMPORARY
STREAM IMPACT
(INTERMITTEN)
15 LF, 218 SF 1
(S10) PERMANENT
STREAM IMPACT -
N0 LOSS
24 LF, 203 SF
(W4) PERMANENT
WETLAND IMPACT
-69 SF
(0.002 AC.)
CULVERT AND
HEADWALL (TYP.)
RETAINING WALL
(TYP.)
(138) ZONE 2 — 4(2.
TEMPORARY
ROAD IMPACT =
473 SF
M:\Projects\EastWestPart\EWP-20000\04-Production\Engineering\Current Drawings \Area 4\Exhibits \EWP20000-Area4-Impact Maps.dwg, 3/16/20213:10:41 PM, Vasil, Linda
(B7) ZONE 1
ROAD IMPACT
6.204 SF
(S9) PERMANENT
STREAM IMPACT
(INTERMITTER)
83 LF, 418 SF
(B7) ZONE 2
ROAD IMPACT
7,149 SF
00
THT
44D
LIMITS OF
DISTURBANCE (TYP.)
GRAPHIC SCALE
25 50
1 inch = 50 ft.
100
MCADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
MT. VERNON ROAD EVENT PARKING
IMPACT MAPS - AREA 3
5900 CHAPEL HILL ROAD
RALEIGH, NC 27607
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
EWP-20000
EWP20000-E1
JB
LJV
1"=50'
03. 16. 2021

LEGEND:
L
W W
W W
TEMPORARY STREAM IMPACT
PERMANENT STREAM IMPACT
ZONE 1 BUFFER IMPACT (ROAD)
ZONE 2 BUFFER IMPACT (ROAD)
ZONE 1 BUFFER IMPACT (STORMWATER OUTFALL)
ZONE 2 BUFFER IMPACT (STORMWATER OUTFALL
ZONE 1 TEMPORARY BUFFER IMPACT
ZONE 2 TEMPORARY BUFFER IMPACT
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
EXISTING WETLANDS
I'll
�Im
SD
11
I II
II
XI
I
4
4
1
4
1
4
4
u
4
4
4
(B9) ZONE 1
PERMANENT
STORMWATER
OUTLET IMPACT
184 SF
(B9) ZONE 2
1 'I PERMANENT
STORMWATER
OUTLET IMPACT
169 SF
I • I I
I I
O �RALEIGH S/ANITA'F2Y
EASEME4T
11W 1996N I71G. 85/2
/ EX. WETLAND
/ /
/ l
1 I
SEW
I
II
(B10) ZONE 1
TEMPORARY
IMPACT
290 SF
44,1
M:\Projects\EastWestPart\EWP-20000\04-Production\Engineering\Current Drawings\.Area 4\Exhibits \EWP20000-Area4-Impact Maps.dwg, 3/16/20213:11:48 PM, Vasil, Linda
EX. WETLAND
1°1—
(B10) ZONE 2
TEMPORARY
M PACT
269 SF
L, I
l
I I o
0
0 0
7-LIMITS OF
DISTURBANCE (TYP.)
i
STORMWATER POND
OUTFALL
II
GRAPHIC SCALE
25 50
1 inch = 50 ft.
100
MCADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
MT. VERNON ROAD EVENT PARKING
IMPACT MAPS - AREA 4
5900 CHAPEL HILL ROAD
RALEIGH, NC 27607
PLAN INFORMATION
PROJECT NO. EWP-20000
FILENAME EWP20000-E1
CHECKED BY JB
DRAWN BY LJV
SCALE 1"=50'
DATE 03.16.2021

434
432
FINISHED
CL
GRADE
BRIDGE
430
428
426
BRIDGE ABUTMENT
BRIDGE
ABUTMENT
424
422
FILL LINE
420
2' MIN. DEPTH RIPRAP
FILL LINE
MAX SLOPE=1.5:1
END RIPRAP 10' FROM TOP
OF BANK (TYP.)
/
/
418
EXISTING CL
GRADE
/
/
\:l
416
/
\
i
I
414
I
I
412
410
0 40 30 20 10 0
10 20
30 40
M:\Projects\EastWestPart\EWP-20000\04-Production\Engineering\Current Drawings\.Area 4\Impact Maps\EWP20000-Area4-Impact Maps.dwg, 5/1/2021 11:55:58 AM, Vasil, Linda
MCADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
MT. VERNON ROAD EVENT PARKING
CULVERT CROSS SECTION - AREA 1
5900 CHAPEL HILL ROAD
RALEIGH, NC 27607
PLAN INFORMATION
PROJECT NO. EWP-20000
FILENAME EWP20000-E1
CHECKED BY JB
DRAWN BY LJV
SCALE NTS
DATE 06.01.2021

446
444
442
440
438
436
434
432
EXISTING CL GRADE
430
428
426
424
446
444
442
440
438
436
434
432
430
RIP RAP
428
426
424
FINISHED CL GRADE
\ HEADWALL
\
/-
-4 j�
i
Pam) -
'
c_!
-
)\i\
-
��
- ,--'
fl
KIT?
)\ \ )\i\ )\ \
�,� / �� % y
30 20 10 0 10
TYPICAL OUTLET CROSS SECTION WITH RIPRAP
r
3'
1
\ \
NOT TO SCALE
M:\Projects\EastWestPart\EWP-20000\04-Production\Engineering\Current Drawings \Area 4\Exhibits \EWP20000-Area4-Impact Maps.dwg, 3/18/20212:18:07 PM, LTAdmin
MCADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
MT. VERNON ROAD EVENT PARKING
CULVERT CROSS SECTION - AREA 2
5900 CHAPEL HILL ROAD
RALEIGH, NC 27607
PLAN INFORMATION
PROJECT NO. EWP-20000
FILENAME EWP20000-E1
CHECKED BY JB
DRAWN BY LJV
SCALE NTS
DATE 03.16.2021

452
450
452
450
FINISHED CL GRADE
448
448
446
446
444
444
442
442
440
440
HEADWALL
438
438
436
—
436
1
a
434
j
434
RIP
RAP
'
----
)t
%
�-)-)
7
\---,
EXISTING CL
-
/
����<��
�
�N
A
/
v
432
�,
`
_
432
\ s- T>
- 2
\c;� - \c
\o
430
430
20
10
0 10 20
TYPICAL OUTLET CROSS SECTION
WITH RIPRAP
6.5'
NOT TO SCALE
M:\Projects\EastWestPart\EWP-20000\04-Production\Engineering\Current Drawings \Area 4\Exhibits \EWP20000-Area4-Impact Maps.dwg, 3/18/20212:20:51 PM, LTAdmin
RADE
MCADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
MT. VERNON ROAD EVENT PARKING
CULVERT CROSS SECTION - AREA 3
5900 CHAPEL HILL ROAD
RALEIGH, NC 27607
PLAN INFORMATION
PROJECT NO. EWP-20000
FILENAME EWP20000-E1
CHECKED BY JB
DRAWN BY LJV
SCALE NTS
DATE 03.16.2021