Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAbout20220501 Ver 1_USACE Permit_20220601Strickland, Bev
From: Phillips, George L CIV USARMY CESAW (USA) <George.L.Phillips@usace.army.mil>
Sent: Wednesday, June 1, 2022 10:45 AM
To: Ray, Jacob
Cc: Cohn, Colleen M
Subject: [External] Six Forks Offsite Stormwater Project / Raleigh / Wake County /
SAW-2021-00543 / NWP 18 Verification
Attachments: SAW-2021-00543-NWP 18 Verification.pdf; NWP-18.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Mr. Ray,
Please see the attached nationwide permit verification for the above referenced project. A hard copy will not be mailed.
Please note that the work is authorized by the above referenced permit provided it is accomplished in strict accordance
with the permit conditions and the submitted plans. Any violation of the conditions or deviation from the submitted
plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
Please let me know if you have any questions/concerns regarding this verification, or any of the conditions of the permit.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: (919) 554-4884, Ext. 25.
Fax: (919) 562-0421
Email: George.L.Phillips@usace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at https://regulatory.ops.usace.army.mil/customer-service-survey/ . Thank you for taking the time to visit this
site and complete the survey.
i
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00543 County: Wake U.S.G.S. Quad: NC -Raleigh West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Raleigh
Jacob Ray
Address: 222 West Hargett Street
Raleigh, NC 27601
Size (acres) 4.7 acres Nearest Town Raleigh
Nearest Waterway UT to Mine Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.852676
Longitude:-78.644594
Location description: The proiect site is west of Six Forks Road and north of Wimbleton Drive in Raleigh, Wake County, North
Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 72 linear
feet (0.0029 acres) of stream channel, the permanent discharge of fill material resulting in no loss of waters within 12 linear
feet of stream channel and the permanent discharge of fill material within 0.031 acres of wetlands.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 18. Minor Discharges
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 3/28/2022, the ensuing administrative record and the enclosed plans. 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 919-807-6300) 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 Morehead City, NC, at (252) 808-2808.
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 (919) 554-4884 X25
or George.L.Phillipsna usace.army.mil.
�jezrr^ye- LyCe- pkdi�k 111
Corps Regulatory Official:
Expiration Date of Verification: 3/14/2026
Date: 6/1/2022
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
http://corpsmapu.usace.army.mil/cm_apex/Pp=13 6:4:0
Copy furnished: Colleen Cohn — NCDEQ-DWR — 3800 Barrett Drive, Raleigh, NC 27609
Action ID Number: SAW-2021-00543 County: Wake
Permittee: City of Raleigh, Jacob Ray
Project Name: Six Forks Offsite Stormwater Project
Date Verification Issued: 6/1/2022
Project Manager: George Lyle Phillips III
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
George.L.Phillips@usace.army.mil
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
0-
0-
00
EQ
0
CL
O
LL_
Lc�
O
0
N
i
co
L
L
0
L
w
Q
O
w
L�
0
N �
0
\ L+
CAI 7
r�-)n-T)
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH STANDARDS, SPECIFICATIONS, AND GUIDELINES.
Item
Quantity
Number of Lot(s)
7
Lot Number(s) by Phase
N/A
Number of Limits
N/A
Livable Buildings
N/A
Open Space
N/A
Number of Open Space Lots
N/A
Public Water (LF)
N/A
Public Sewer (LF)
484
Public Streets (LF) - Partial
N/A
Public Streets (LF) - Partial
N/A
Public Sidewalk (LF)
N/A
Street Signs (LF)
N/A
Water Service Stubs
N/A
Sewer Service Stubs
N/A
Number of New Water Services
N/A
No. of Relcated Water Services
N/A
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT ES 2021-XX
SIX FORKS ROAD OFFSITE DRAINAGE IMPROVEMENTS
PERMITING PLAN SET
TYPE OF WORK: GRADING, DRAINAGE, AND UTILITY RELOCATION
Site
Feature
Description
Wetland
Impacts
Stream Impacts
Temporary
Permanent
Temporary
Temporary (Stabilization)
Permanent
Ft^2
Acre
Ft^2
Acre
LF
Ft^2
Acre
LF
Ft^2
Acre
LF
Ft^2
Acre
1
Stream: UTto Mine Creek
Sanitary Sewer Improvements
2
Stream: UTto Mine Creek
Stormwater Conveyance
11.5
64.7
< 0.01
71.5
125.7
< 0.01
3
Wetland
Stormwater Conveyance
1331.9
0.03
Project Total
i
1
1
11331.910.03
1
1
1
1 11.5
1 64.7
1 < 0.01
1 71.5
1 125.7
Site
Feature
Description
Buffer Impacts- Zone 1
Buffer Impacts -Zone 2
Temporary
Permanent
Temporary
Permanent
Ft^2
Acre
Ft^2
Acre
Ft^2
Acre
Ft^2
Acre
1
Stream: UTto Mine Creek
Sanitary Sewer Improvements
2944.6
0.07
1784.7
0.04
2
Stream: UTto Mine Creek
Stormwater Conveyance
475.6
0.01
1497.7
0.03
91.3
<0.01
430.9
0.01
3
Wetland
Stormwater Conveyance
Project Total
475.E
1 0.01
1 4442.3
1 0.10
1 91.3
1 < 0.01
12215.610.05
4-
\X S GREEN ELEVENTARY ( \ k
\\k SCHOOL (W/QPSS)
\A,
APP , OX. PROJEC
C
� I
N
I R.
622 WIMBLETON DR.602 WIMBLETON D
'
PpNO
L I / 582 WIMBLETON DR.
�- WIMBLETON DRIVE
N.T.S.
X x +�
� EX KTLAN iE
TTTTTT111111'''"' �•'•' �µ
I'
I'
I'
I'
i
i
562 WIMBLETON DR.
GRAPHIC SCALESI 12;C ;C8601 SIX FORKS ROAD, FORUM 1, SUITE 700
ALEIGH, NORTH CAROLINA 27615-3960
NC LICENSE NO. F-0112
1-888-521-4455 OR 919-878-9560
20 10 0 20 40
PLANS CITY OF RALEIGH FOR
CONTACT CITY OF RALEIGH
20 10 0 20 40 LETTING DATE:
Jeff Meador, P.E.
Chad Cantrell, PE, CFM PROJECT MANAGER
PROFILE (HORIZONTAL)
8 4 0 8 16 Doug Keller, P.E.
PROJECT ENGINEER
PROFILE (VERTICAL)
542 WIMBLETON DR.
SIGNATURE:
PROJECT ENGINEER
P.E.
MARY-ANN BALDWIN
MAYOR
-1 pF RAC
s
ti � ARo
NOTE: 0 F MA 1OO-YEA4'\FLOODF4AIN °
BO ND l S EXIST ON THk PROJECT
WAKE COUNTY
P R NO.37201 06OOJ f._.12106) °
U l T /ON ST RE MS, W ET� DS AND \
BOARD OF EDUCATION BUFF RS SHOWN�ON THE PL S
D B 13625 PG 1724 HAVE e N V RIFIED BY THE U.S. A I
P B 2 014 P G 16 61 CORPof ENCI FRS.
pdti 60b ---
w
411
412
�7 410
II
� 406 _ 410
- ° ' II
4pS =
------------ 40 1
---
-------------
I I X 402
I I 400
°
II °
NI I E 2
PERMANENT °
I I
--STRCAM-�- -
ACT
I-
0.00
SDMH
TOP=412°89' S H
INV OUT=40 7' \ TOP 413° \ PONDh'RISER Q NV 1=401°70'
COO NcE I V O = 4 0 3 2
SEC SE I
410 ON
.l�
' Ste,
-r- =yes �� ��� - ♦ •
i RL iM ft7
/irk p ��� •.MAP
r'•t�
��jti p-\� .�•
II�IIII
420
415
410
405
R11
395
390
385
0+00
KEY
_ JURISDICTIONAL STREAM JS WETLAND BOUNDARY WEB
W
C) RIPARIAN BUFFER LIMIT - ZONE 1 BZ 1 PERMANENT STREAM IMPACTS
'N
- PERMANENT WETLAND IMPACTS
v RIPARIAN BUFFER LIMIT ZONE 2 BZ 2 � 1
F4 W
A TOP OF STREAM BANK TB TEMPORARY STREAM IMPACTS
g5"____-_-- SPHA�
A
O W
i n
0
i
� 0 ~
LLJ X
C-'��LLJ 0
V)
II
\ II Q •
a 11 11 z LLJ b�'��p
�+ L LJ v
j _-- -_---- �i •-----+�--- ~ f Q
Z U
/ / ___-TI ___ U0 W � o
\ .•� j 1 I I (/) La LJ
ea i, UJ Q
�U \ \ 0 II = m 0 °
.•• \ M I Q
\\ U
\ II C
= • v v �llr��trr) M
v v l l �3ti LO CV
00
> t II II I -Qa
0
� ® I I III I
� \ \ II II
\ \ 11 II I
\ \ I I I LL
QiUj
4
0 0
U
LL- CQ
�plu
IJ
REMO
E EXISTING RC FL
>J
I
I z
ENDSECTION
36" RC
AND EXTE
BY 4' AT EXISTINGz
rD7S�
SLOPE
OF 1 %
PROPOSED
Q
GROUNDL-I
w
it ry
PROP. N TI N B
........
STA. 2 74.70
RIM EL = 416.77
;; I
.4 LW EX.
36" INV JN EL. = 411.70
INV OUT EL. = 406.64
INV.
36"
ROP. HEADWALL
2+74.90
�'*
-.
I
STA.
---------
INV.
EL. = 406.18-
ss"LF
-
RCP
--g o.5 %
EXISTING
3.50/0
PROP. CONCRETE CRADLE
GROUND
i#0
01
PROP. SANITARY SEWER
If
2' DROP AT GRADE
8" DIP INV. EL. +/- 403.75
11
---��
6" THIC
FOR JUNCTION
CONCRETE SLAB
BOX
4%
CONTROLSTRUC
STA.1+33
URE
_
�
TOP ELEV = 401.1
BOTTOM ELEV = 3
RETAI
-�
39.15
ING WALL 45 DEG
INFLUENCE
LINE
PROPOSED
CHA E
TOP OF CLASS
INR PLRAP
0.5%
2' DROP AT GRADE
CONTROL STRU
URE
---
STA.40+00
'
BOTTOM ELEV =
93.44
COUR
HOLE WITH CL II
RIP RAP
0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00
420 LV W
J
415
36" RC FES�
411.74'
vJ
410 LL � I'z''
V W
20 0 20 40 0
Wz�
405 PLAN VIEW � Q 0
�11
395
390
3+25
Site
Feature
Description
Wetland
Impacts
Stream Impacts
Temporary
Permanent
Temporary
Temporary (Stabilization)
Permanent
Ft-2
Acre
Ft^2
Acre
LF
Ft^2
Acre
LF
Ft^2
Acre
LF
Ft^2
Acre
1
Stream: UTto Mine Creek
Sanitary Sewer Improvements
2
Stream: UTto Mine Creek
Stormwater Conveyance
11.5
64.7
<0.01
71.5
125.7
<0.01
3
Wetland
Stormwater Conveyance
1331.9
0.03
Project Total
1331.9
0.03
11.5
64.7
< 0.01
71.5
125.7
< 0.01
Q
LL
vJ
DATE: 311412022
CADD TECH: CJP
_
CHECKED BY: DMK
REVISIONS
NO.
DATE
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
FOR REVIEW ONLY SCALES
D® NOT USE FOR CONSTRUCTION HSCALE: 1 " = 20'
R#fj%f
VS PROD 1 " = 4'
PROJECT
P: (919) 878-9560 ES 2021-XX
8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
NC License No. F-0112 SHEET NO.
ALL CONSTRUCTION SHALL BE PER Engineers I Construction Managers I Planners I Scientists
CITY OF RALEIGH STANDARDS, www.rkk.com
SPECIFICATIONS, AND GUIDELINES Responsive People I Creative Solutions
NOTE: 0 F MA 1OO-YEA4',FL00DF4AIN °
BO ND l S EXIST ON THk PROJECT
WAKE COUNTY P R NO.37201 06OOJ (.-.12106) °
BOARD OF EDUCATION
U l T/ON STRE MS,WET�DS AND \`
BUF RS SHOON THE PL S
DB 13625 PG 1724 HAVEWN\�e N v RIFIED 'BY THE U.S. °
P B 2 014 P G 16 61 COR of ENCI ERS.
SDMH
TOP=412°89' S INV OUT=40 7' H
0 \ T P 413° \ POND 1' RISER '' Q11
NV I=401
60p
iiti
I I SC�
��
- 1 I IV1 RIV w S�
47o
ZONE 2 ON -
4 1 " a -I I� ° - -•''-'
1 _
0.010AC( 0.9SF
412 SITE 2 °
410 PERMANI
° I I 4 ° ° -• '' W 8
-•
-'-
_ .:.ate._
how
e11
=
00
•.�
PAP 1101914 PIP INP.
+��♦�i�In 0
�IN G��, 4F;0
° T ° 0'
8°7
88° '
420
415
410
405
R11
395
390
385
0+00
KEY
0
_ JURISDICTIONAL STREAM �S PERMANENT ZONE 1 IMPACTS
W
C) � RIPARIAN BUFFER LIMIT - ZONE 1 BZ 1 TEMPORARY ZONE 1 IMPACTS
'N
ME E
ji � ►�Ii � ���' � � � _ �, a �, . �.��><•_,m■ , . / : �
FX,'� '
2V � W,�� - • i
i/
IJ
REMO
E EXISTING RC FL4LREDi
>J
i
z
ENDSECTION
36" RCP
AND EXTEND
BY 4' AT EXISTING
z
SLOPE
OF 1 %
PROPOSED
Q
GROUND
LU
ii ry
PROP. JUNCTION BOX
.....
STA. 2 74.70
RIM EL.= 416.77
i X
40
:4LW
36" INV JN EL. = 411.70
INV OUT EL. = 406.64
ozINV.
36"
ROP. HEADWALL
2+74.90
-.
I
STA.
---------
INV.
EL. = 406.18- �*
-
ss"RCP
--g o.5 %
EXISTING
3.50/0
PROP. CONCRETE CRADLE
GROUND
i#0
01
'
PROP. SANITARY SEWER
2' DROP AT GRADE
8" DIP INV. EL. +/- 403.75
---��
6" THIC
FOR JUNCTION
CONCRETE SLAB
BOX
4%
CONTROLSTRUC
STA.1+33
URE
_
TOP ELEV = 401.1
BOTTOM ELEV = 3
RETAI
-�
39.15
ING WALL 45 DEG
INFLUE
NCE LINE
PROPOSED
CHA E
/
TOP OF CLASS
INR PLRAP
I If
5%
2' DROP AT GRADE
CONTROL STRU
URE
---
STA.40+00
'
BOTTOM ELEV =
93.44
COUR
HOLE WITH CL II
RIP RAP
0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00
RIPARIAN BUFFER LIMIT - ZONE 2 PERMANENT ZONE 2 IMPACTS
� BZ 2 W �
�4 W
TOP OF STREAM BANK TB TEMPORARY ZONE 2 IMPACTS
WETLAND BOUNDARY WLB�
Q WW
tI
I /
/ � v
I-
II z
it w Lj_ z
LLJ0
Q F-
LLJ
06 m UJ Q tJ
= I3 0 °
Ld
C�
\ II C3 4",
at \ \ II ('I
\ \ I 11 cvco
TY I A L `\ \ i `�� ao
> G RAD I N Q
I I I L1J -
z II
,• J'\\ \\ II ii I CD
vv vv ii II i U�Uj
\\ I I I LL 4 11 J
0 O z
LL
\ o C
\ o� U QCL
420
415
6" RC FES
G11.74'
410
405
M
395
390
3+25
zo o zo ao
PLAN VIEW
Site
Feature
Description
Buffer Impacts- one 1
Buffer Impacts -Zone 2
Temporary
Permanent
Temporary
Permanent
FtA2
Acre
FtA2
Acre
FtA2
Acre
FtA2
Acre
1
Stream: UT to Mine Creek
Sanitary Sewer Improvements
2944.6
0.07
1784.7
0.04
2
Stream: UT to Mine Creek
Stormwater Conveyance
475.6
0.01
1497.7
0.03
91.3
<0.01
430.9
0.01
3
Wetland
Stormwater Conveyance
Project Total
475.6
0.01
14442.3
0.10
91.3
<0.01
2215.6
0.05
INCOMPLETE PLANS
l)O NOT USE FOR R/ W ACQUISITION
OR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
R#fj%f C
P: (919) 878-9560
8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
NC License No. F-0112
ALL CONSTRUCTION SHALL BE PER Engineers I Construction Managers I Planners I Scientists
CITY OF RALEIGH STANDARDS, www.rkk.com
SPECIFICATIONS, AND GUIDELINES Responsive People I Creative Solutions
00
�z
LLz
L
M� J
W
vJ
� wIz'''
O � W
O
LL
vJ
DATE: 311412022
CADD TECH: CJP _
CHECKED BY: DMK
REVISIONS
NO. DATE
SCALES
HSCALE: 1 " = 20'
VSCALE: 1 " = 4'
PROJECT
ES 2021-XX
SHEET NO